Post on 20-Mar-2018
Abstract List for 19th ICSMGE
First Name Last Name First Name Last Name
Albania Geotechnical Education in Albania. Luljeta Bozo Luljeta Bozo
AlbaniaTypology of landslides, investigation and monitoring in flysch deposits in Albania.
Skender Allkja Skender Allkja
AlgerianEtude expérimentale et numérique de l'impact des tassements d'ouvrages lourds fondés sur sol mou amélioré par colonnes ballastées flottantes
Omar Sadaoui omar Sadaoui
AlgerianLaterally loaded single piles - Construction of P-Y curves from the cone penetration test
Ali Bouafia Ali Bouafia
AlgerianEvaluation of soil parameters from pressuremeter tests : application to predict bored pile behavior
Ramdane Bahar Ramdane Bahar
AlgerianPrediction of the pore water pressure under isotropic loading.
Nabil Abou-Bekr Assia Benchouk
ArgentinaMonitored deep excavations in Santiago (Chile) and Lima (Peru)
Juan ManuelFernandez Vincent
Juan ManuelFernandez Vincent
ArgentinaSEISMIC ANALYSIS OF A 170m-HIGH ASPHALT-FACE ROCKFILL DAM
Osvaldo N. Ledesma Osvaldo N. Ledesma
ArgentinaEvaluation and Detection of Structural Faults in a Weak Rock Formation Using Refraction Tomography
Victor A. Rinaldi Victor A. Rinaldi
ArgentinaMethane Hydrates: Sampling and Pressure Core Technology
Marco Terzariol, Marco Terzariol,
ArgentinaConstitutive and rehological modellling: rock avalanches
Diego Manzanal Diego Manzanal
Australia Physical modeling of rolling dynamic compaction Mark Jaksa Mark Jaksa
AustraliaIn-situ evaluation of stress history dependent coefficient of consolidation using piezocone tests in fine grained soil
Poon Bosco Poon Bosco
AustraliaShear strength behaviour of compacted soil having different compaction history
Heitor Ana Heitor Ana
AustraliaAssessment of some vertical ground heat exchanger design assumptions based on full-scale experimental data
Mikhaylova Olga Mikhaylova Olga
Corresponding AuthorCountry Abstract Title
Presenting Author
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
AustraliaNumerical and experimental investigation of the integration of geothermal plants into tunnels
Bidarmaghz Asal Bidarmaghz Asal
AustraliaUndrained behaviour of sand under isotropic and k0-consolidated condition: Experimental and DEM approach
Rahman Mizanur Rahman Mizanur
AustraliaUnconfined compressive strength of microbial induced calcite precipitation (MICP) treated soils
Rahman Mizanur Rahman Mizanur
AustraliaOptimising the design of energy piles using Machine Learning
Makasis Nikolas Makasis Nikolas
AustraliaValidity of the method of fragment for seepage analysis in double-wall cofferdams
Madanayaka Thushara Madanayaka Thushara
AustraliaVariations of Small-Strain Stiffness of Unsaturated Soils with Matric Suction
Fatahi Behzad Fatahi Behzad
AustraliaMud waving technique – an expedient to improve fill edge stability
Cheah Beng Cheah Beng
AustraliaStabilisation of expansive soils against cyclic wetting−drying impacts
Deng An Deng An
AustraliaLateral soil movement induced by controlled modulus column ground improvement technique: a more refined assessment
Nguyen Huu Hung Nguyen Huu Hung
AustraliaPost-peak rock strain localization during monotonic and cyclic loading
Taheri Abbas Taheri Abbas
AustraliaSettlement of a high-rise building under construction – measurement and modelling
Buttling Stephen Buttling Stephen
Australia Modulus based specifications with deep lift compaction Look Burt Look Burt
AustraliaDevelopments in control and management of Mass Soil Mixing
Wong Ivan Wong Ivan
AustraliaSeismic Deformation Analysis of Embankment Dams: A Comparison between Simplified and Non-Linear Numerical Methods
Ghahreman Nejad Behrooz Ghahreman Nejad Behrooz
AustraliaGeotechnical and Geoenvironmental Properties of Ladle Furnace Slag and Electric Arc Furnace Slag in unbound Pavement Base/Subbase Applications
Maghool Farshid Maghool Farshid
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
AustraliaComparative study of semi-empirical and numerical methods for routine ground improvement design of embankments on soft soils
Synac Ondrej Synac Ondrej
AustraliaMicrostructural analysis of particle crushing in Construction and Demolition materials using synchrotron micro-tomography
Afshar Tabassom Afshar Tabassom
AustraliaAn Experimental Study on the Behaviour of Hydrated Lime and Bagasse Fibre Reinforced Expansive Soils
Dang Liet Chi Dang Liet Chi
AustraliaModifications in soil fabric due to tube sampling in soft clay
Pineda Jubert Pineda Jubert
AustraliaUse of Bamboo Piles in Ground Improvement Design – Case Study
Nall Thayalan Nall Thayalan
AustraliaNovel spudcan shapes for jack-up rigs installed next to an existing footprint
Jun Min Jun Min
Australia Bacteria induced cementation for soil stabilization Cheng Liang Cheng Liang
AustraliaApplication of image processing in internal erosion investigation
Mehdizadeh Amirhassan Mehdizadeh Amirhassan
AustraliaInstrumented Large Soil-Column to Investigate Climate-Induced Ground Deformation of Expansive Soil
Gallage Chaminda Gallage Chaminda
Australia About the uplift resistance of subsea structures Gaudin Christophe Gaudin Christophe
AustraliaSettlement behaviour of a quarried, waste backfilled, soft clay site
Srithar Sri Srithar Sri
AustraliaUsing real time instrumentation to monitor and manage slope movements at the Seacliff Bridge, Coalcliff, NSW, Australia
Hawkes Graham Hawkes Graham
AustraliaGround improvement by dynamic replacement and stone columns within maritime environment, Ichthys LNG, Darwin
Mitchell Daniel Mitchell Daniel
AustraliaAssessment of Ground Pressure Adopting an Integrated Soil-Structure Interaction Approach
Hsi J Hsi J
AustraliaAssessing Pile Installation Effects in Soft Soil on Seismic Response of Buildings Considering Soil-Pile Structure Interaction
Xu Ruoshi Xu Ruoshi
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
AustraliaEffect of imposed deformations on pile foundations supporting sensitive structures: critique from a geotechnical - structural perspective
Vitharana Nihal Vitharana Nihal
AustraliaPerformance based testing of earthworks using MASW, Geogauge and Bender Element techniques
Aery Bindumadhava Aery Bindumadhava
AustraliaReview of capacity of 45 year old piles via restrike PDA testing
Kristinof Ross Kristinof Ross
AustraliaNumerical modelling to capture structural-geotechnical-seismic interaction for pile groups in liquefiable soils
Terzaghi Sergei Terzaghi Sergei
Australia The suitability of gypsum as a cementing agent Le Truong Le Truong
AustraliaThe study of pullout resistance improvement for a kind of newly developed soil nail
Ye Xinyu Ye Xinyu
AustraliaEvaluation of vacuum consolidation performance using observational technique
Rujikiatkamjorn Cholochat Rujikiatkamjorn Cholochat
AustraliaA Numerical Investigation on Transverse Permeability of Fibrous Geomaterials
Nguyen Thanh Trung Nguyen Thanh Trung
AustraliaDEM modelling of geocells reinforced sub-ballast in rail tracks
Ngo Ngoc Trung Ngo Ngoc Trung
AustraliaA Model for Vacuum-assisted Soft Soil Consolidation with PVDs
Indraratna Buddhima Indraratna Buddhima
AustraliaThe development of arching in geosynthetic reinforced embankments on semi-rigid inclusions
King Daniel King Daniel
AustriaSuccessful application of various anchor techniques against water pressure and under particular conditions
Robert Thurner Robert Thurner
AustriaGrouting works – A successful measure to optimize the construction of major infrastructure projects
Robert Thurenr Robert Thurner
AustriaFinite element modelling of slopes supported by pile rows
Helmut F. Schweiger Franz Tschuchnigg
AustriaSmall scale experiments and numerical analysis of integral bridge abutments
Franz Tchuchnigg Michael Havinga
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Austria Recent advances in continuous compaction control Johannes Pistrol Johannes Pistrol
AustriaWork-integrated indication of compaction state from deep vibro compaction based on the vibrator movement
Peter Nagy Peter Nagy
Austria Centrifuge modelling of stabilizing piles in earth slope Wei Wu Wei Wu
BangladeshNumerical Analysis of Cavity Expansion Problem in Carbonate Sand Using a Constitutive Model Simulating Degradation
Mohammed Kabirul
IslamMohammed Kabirul
Islam
BangladeshEvaluation of liquefaction potential from SPT and CPT: a comparative analysis
Mohammad Mominul
HoqueMohammad Mominul
Hoque
BangladeshEvaluation of soil parameters from pressuremeter tests : application to predict bored pile behavior
Mohammad Mominul
HoqueMohammad Mominul
Hoque
BelgiumThe development, use and interpretation of a new instrumented DMT
Hao Shen Hao Shen
Belgium A design tool for pile tunnel interaction Adam Bezuijen Tiago Dias
BelgiumPhysical modelling of vibrocompaction in silica sand mixed with shells
Justine Mollaert Justine Mollaert
BelgiumInnovative finite element based design methodology of structurally reinforced dikes in the Netherlands
Christophe Bauduin Hans Verbraken
BelgiumDesign and construction issues for deepening and strengthening of existing quay walls
Christophe Bauduin Christophe Bauduin
BelgiumDesign of a piled raft foundation for a building at an alpine valley in Switzerland. Soil-structure interaction analysis and comparison with pile test results
Christophe Bauduin Pedro Chitas
BelgiumAdvanced monitoring techniques for a wide range of geotechnical applications
Noel Huybrechts Gust Van Lysebetten
BelgiumNumerical modelling of the thermo-mechanical behavior of energy piles for Belgian practice calibrated with in situ test results
Gust Van Lysebetten Gust Van Lysebetten
BelgiumImpact of wet-dry cycles on the hydraulic conductivity and swell pressure of a polymer modified bentonite
Michela De Camillis Michela De Camillis
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
BelgiumReview on standards and a proposal for stability safety factors of a breakwater in different load cases for different sliding surfaces
Abbass Tavallali Abbass Tavallali
Belgium Shear and interface strength of calcareous sand Huu Ha Giang Pham Huu Ha Giang Pham
Belgium In-situ test campaign of vibrodriven sheet piles Nicolas Denies Nicolas Denies
BoliviaThe benefit of displacement effects in the capacity of cast in situ piles: from full displacement piles to Toe Boxes and Expander Bodies
Mario Terceros-Arce Mario Terceros-Herrera
BoliviaDrilled shafts with post-grouted Toe Box as a construction method
Mario Terceros-Herrera Mario Terceros-Arce
BrazilAnalysis of the Behavior of a Clay Soil Stabilized with Mineral Coal Fly Ash and Lime for Geotechnical Applications
Amanda Meliande Michéle Casagrande
BrazilProcedure to determination of durability parameter in geosynthetics
Paulo Cesar de Almeida Maia Paulo Cesar de Almeida Maia
BrazilAnalyze of the collapsible potential of lasteritic soil in Uberlandia (MG) from physical characterization and simple odometers tests
Ana Carolina Gonzaga Pires Karla Robelo
BrazilImportant factors in the prediction of the soil-water retention curves of different unsaturated soils
KATIA BICALHO KATIA BICALHO
BrazilThe seismic DMT for site characterization and for assessessing temporal variability in an unsaturated soil
Heraldo Giacheti Heraldo Giacheti
BrazilLime treatment of an expansive soil for swelling potential reduction
Ingrid Reyes Martinez Belchior Ingrid Reyes Martinez Belchior
BrazilShear Strength Development in a Cemented Paste Backfill at High Confining Pressures
EDUARDO EILERBATISTA DE ARAÚJO
EDUARDO EILERBATISTA DE ARAÚJO
Brazil Numerical modelling of Quitite e Papagaio basin Natália Faria Tavares Natália Faria Tavares
BrazilEvaluation of load-settlement behavior of a polyethylene terephthalate (PET) fibers reinforced sand under plate load tests.
Phillipe Senez Phillipe Senez
BrazilMapping and analysis of the erosion susceptibility perimeter urban Catalão (GO), with geoprocessing aid
Ana Paolado Nascimento e Silva
: Maria Tereza da Silva Melo
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
BrazilNumerical Simulations of Deep Penetration Problems using the Material Point Method
Renato Cunha Raydel Lorenzo
BrazilDEM Three-dimensional modeling of triaxial testing on railway ballast
Gino Omar Calderón Vizcarra Gino Omar Calderón Vizcarra
BrazilMechanistic-empirical evaluation of flexible pavements in Brazilian highway BR-163/PA
Diêgode Almeida Pereira
Diêgode Almeida Pereira
BrazilCentrifuge Modelling of a Pipeline Subjected to Soil Mass Movements
Marcio S. S. Almeida Marcio S. S. Almeida
BrazilEVALUATION OF THE EFFECT OF PARTICLE SIZE IN SHEAR RESISTANCE STUDY OF A IRON MINE WASTE ROCK PILE
Christ JesusJesus Barriga Paria
Christ JesusJesus Barriga Paria
BrazilNumerical evaluation of the influence of defective piles in the behavior of piled raft systems
Jean Garcia Jean Garcia
BrazilUtilization of coarse aggregate of synthetic calcined clay in asphalt mixtures in the amazon region
Júlio Alencar Nilton Campelo
BrazilReinforced soil walls: Experimental and numerical investigation of the effect of toe resistance on the performance
S. H. Mirmoradi S. H. Mirmoradi
BrazilEffect of physico-chemical interaction on the compressibility and shear strength of gneiss residual soils
MARCOS MASSAO
FUTAI
BrazilGeotechnical parameters of iron ore tailings from in-situ and laboratory testing
Luiz Árabe Weverton Barreto
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
BrazilAnalysis of behavior of mixtures soil and recycled aggregates in Aracaju-SE
Emiliana Guedes Emiliana Guedes
BrazilCorrelations studies between the SPT and results of continuous penetration CPT and DP data for different sandy soils in Brazil
Santos M.D. Kátia Vanessa Bicalho
BrazilStudy of an old railay rock tunnel: site investigation, laboratory tests, weathering effects and computational analysis
Futai M.M. Futai M.M.
BrazilGeotechnical characterization of a hydrocarbon-contaminated lateritic soil
Natalia S. Correia Natalia S. Correia
BrazilNumerical Modelling of 1D Infiltration on Unsaturated Interfaces Between Soil and Geosynthetics
Uilian da Rocha Albino Marcos Massao Futai
Canada Seismic Lateral Earth Pressure in Cohesive Soils Abouzar Sadrekarimi Abouzar Sadrekarimi
CanadaRemediation of oils sands tailings ponds using biosurfactants
Catherine N. Mulligan Soroor Javan Roshtkhari
CanadaNumerical Modeling of Large Deformation Behaviour of Sensitive Clay Slope Failure Near River Banks
Bipul Hawlader Chen Wang
CanadaLong term stability criteria for the retaining dykes of reactive tailings
Michel Aubertin Michael James
CanadaAPPLICABILITY OF TIMOSHENKO, EULER-BERNOULLI AND RIGID BEAM THEORIES TO LATERALLY LOADED PILES
Dipanjan Basu Mina Lee
CanadaResilience framework for transportation network against geohazards
Dipanjan Basu Mina Lee
CanadaEffect of texturing on antioxidant depletion rate from HDPE geomembrane
R. Kerry Rowe Mohamed Morsy
CanadaEffect of pipe size on estimating soil restraint on pipelines subject to transverse permanent ground movements
Dharma Wijewickreme Sadana Dilrukshi
CanadaSettlement of embankments on peat foundations: Case studies
Earl Marvin De Guzman Marolo Alfaro
CanadaPerformance of instrumented embankment sections along a highway in the Canadian arctic
Marolo Alfaro Earl Marvin De Guzman
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
CanadaCoupled hydraulic-mechanical behaviour of a full-scale shaft seal in nuclear waste repositories
Chang Seok Kim Marolo Alfaro
CanadaNumerical modeling of simulated composite liner systems subjected to thermal cycles
Greg Siemens Andy Take
CanadaRe-assessment of the stability of the experimental excavation in the sensitive clay of Saint-Hilaire (Quebec)
Vincenzo Silvestri Ghassan Abou-Samra
CanadaComparison of indentation and conventional geotechnical testing results on a sensitive clay.
Mireille Sandrine Ewane Vincenzo Silvestri
CanadaA review on 2D Assessment of Seismic Amplification Induced by Local Topographic Irregularities
Pooneh Maghoul Mohammad Katebi
CanadaA semi-empirical elasto-thermoviscoplastic model for saturated clays: numerical simulation and validation
Pooneh Maghoul Alitking Anongphouth
CanadaCase study of excavation near a historic building in Toronto
Laifa Cao Scott Peaker
CanadaDirect simple shear (DSS) testing of a heavily overconsolidated clay under undrained conditions
Gael Le Meil Michael Hendry
CanadaBiot analysis of deformations during variable-head field permeability tests in soft soils
François Duhaime Robert P. Chapuis
CanadaNumerical analyses of the earth pressure coefficient in mine stopes with cohesionless backfill
Pengyu Yang Li Li
CanadaTypical Differences Between A 2-D and 3-D Failure Slip Surface
Murray Fredlund HaiHua Lu
CanadaPerformance of a new random cyclical installation method for SAA instrumented flexures
Christiane Levesque Lee Danisch
ChileSeismic stability analysis of a large thickened tailings deposit
Esteban Sáez Esteban Sáez
Chile Dynamic Behavior of Sands with Nano-Particles Felipe Ochoa-Cornejo Fielipe Ochoa-Cornejo
ChileImproved Shear Wave Velocity Model of the Santiago Basin for Evaluation of seismic Response
César Pastén César Pastén
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
ChileEvaluation of Permanent Deformations on Tailings Dams Subjected to Large Earthquakes
Ramón Verdugo Ramón Verdugo
ChinaInfluence of fines content on cyclic resistance of fines-sand-gravel mixtures
Wu Qi Chen Guoxing
ChinaEvolution of soil arching in embankment of high-speed railways under wetting-drying cycles by full-scall model tests
Jinmiao Chen Renpeng Chen
China A Consolidation Model of Degradable Soils Yun-Min Chen Yun-Min Chen
ChinaComparison of the dynamic characteristics of the silty clay before and after freezing-thawing under cyclic loadings
Zhen-Dong Cui Zhen-Dong Cui
ChinaResearch on seismic performance of large underground structures of urban rail transit
Deyun Ding Deyun Ding
ChinaEffect of Lead Contamination on Compression Index and Hydraulic Conductivity of Clayey Soil-Bentonite Backfills for Slurry-Trench Cutoff Walls
Yan-Jun Du Yan-Jun Du
China Bearing capacity of single socketed pile in soft rock Can Mei Can Mei
ChinaResearch on Kinematic Seismic Response Performance of Pile Foundation in Layerd Soil by Tests
Wen Sheng Gao Ren Dong Qiu
ChinaExplicit integration for isotropic two-surface plasticity model based on the subloading surface concept
Pengyun HONG Pengyun HONG
ChinaOffshore Cofferdam Construction Technology with Bagged Soil Solidification
Jinfang Hou Jinfang Hou
ChinaExperimental study on the application of coal gangue for landfill liner
Hui Wu Liming Hu
ChinaSmart sensoring on deformational performance of shield tunnel lining for 20km Shanghai metro line 2
Dongming ZHANG Hongwei HUANG
ChinaScour effect on the static and dynamic behaviors of pile foundation
Maosong HUANG Maosong HUANG
ChinaInvestigation on the bearing capacity characteristics of methane hydrate bearing sediments by FEM with a new constitutive model
Mingjing Jiang Mingjing Jiang
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
ChinaInfluence of loading mode and flooding on in-situ shear strength of expansive soils by borehole shear tests
Lingwei Kong Lingwei Kong
China Numerical study of laterally loaded monopiles in clay Weichao Li Min Yang
ChinaDetermination of parameters for hardening soil small strain model of Shanghai clay and its application in numerical analysis of deep excavations
Qing Li Zhonghua Xu
ChinaApplication of underwater Vacuum Preloading Technology for Soft Soil Ground Improvement in Intertidal Zones
Aimin Liu Aimin Liu
ChinaAdjustment method of aeration system operation and its application in landfills
lei liu lei liu
ChinaThe expansibility of expansive soil using resistivity forecast method
Songyu Liu Songyu Liu
ChinaA pilot test of using short PVD to construct working platform on dredged clay
Liqiang Sun Liqiang Sun
ChinaQuasi-static RTM method and its application to the asymmetric consolidation of a layered trans-versely isotropic saturated soil
Jian-Hua Wang Jian-Fei Lu
ChinaDEM analysis of the post-liquefaction shear deformation of sand
Rui Wang Pengcheng Fu
ChinaStudy of pile group stiffness computation method by considering the sheltering-group reinforcement and its application in high-rise buildings
Wei-dong Wang Wei-dong Wang
ChinaResearch on lower bound depth of collapse loess based on water immersion test
Xiaopeng Wu Xiaopeng Wu
ChinaLandslide Type Identification and Optimal Reinforcement Site Determination Based on Stress and Deformation Fields of Slope
Guanghua Yang Guanghua Yang
ChinaUse of biochar to enhance methane oxidation for MSW landfill bio-cover
C.F. Chiu C.F. Chiu
China
Recent Developments in Geomaterial’s Stress-induced Anisotropy Research at Hohai University: Testing, Modeling and Application
Kunyong Zhang Jungao Zhu
ChinaA Simple Method for Rate of Consolidation Deformations and Its Application
Xing-Wen Gu Wei-min Zhang
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Chinese TaipeiExcavation-induced ground settlements and responses of adjacent building at various positions using 3D decoupled analysis method
Horn-Da Lin Horn-Da Lin
Chinese TaipeiCase Study on Numerical Analysis of Retaining Wall Deflection and Ground Settlement of Top Down and Bottom Up Construction Methods
Ching-Jiang Jeng Ching-Jiang Jeng
Chinese TaipeiPerformance Analysis and Application Evaluation of Highway Anchors
Sao-Jeng Chao Sao-Jeng Chao
Chinese TaipeiEnergy Based Pore Water Pressure Formulation in a Cyclic Plasticity Model for Sand
Louis Ge Louis Ge
Chinese TaipeiPreliminary performance evaluation on multi-barrier system for low-level radwaste
Chih-Chieh Lu Fuchen Teng
Chinese TaipeiStudy on the Piping Path and Mechanism of Mud-pumping in Railway Subgrade
Chihping Kuo Chihping Kuo
Chinese TaipeiNonlinear site response analysis of vertical ground motion
Chi-Chin Tsai Chi-Chin Tsai
Chinese TaipeiThe analysis of ground and structure displacements induced by deep excavations in loose to medium dense sand
Bin- Chen, Benson
HsiungBin- Chen, Benson
Hsiung
Chinese TaipeiGeotechnical challenges of new HSR station in severe ground subsidence area
Hanwei Yang Hanwei Yang
Chinese TaipeiOn the Predictive Landslide Susceptibility along the Mountain Highway in Central Taiwan
Keh-Jian Shou Keh-Jian Shou
Chinese TaipeiProximity Effect on Closely Spaced Shield Tunnels – Analysis, Design, and Monitoring Feedback
J.F. Chang J.F. Chang
Chinese TaipeiUse of rigid support system to reduce movements in deep excavations
Chang-Yu Ou Chang-Yu Ou
Chinese TaipeiAn incident of runway heaving due to shield tunneling for Taipei MRT construction
Yung-Show Fang Yung-Show Fang
Chinese TaipeiField performance of vegetative erosion control blankets in protecting slopes from shallow failures
Chia-Cheng Fan Chia-Cheng Fan
Chinese TaipeiMechanism of liquefaction-induced damage on buildings in Shi-Din area of Taiwan due to the 2016 Meinung earthquake
Chih-Wei Lu Min Chao
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Chinese TaipeiRolled Erosion Control Products (RECPs) Engineering Performance Evaluation Programs
Chiwan Hsieh Chiwan Hsieh
Chinese TaipeiProposed Modifications on Evaluation methods of Liquefaction Potential and Post-Liquefaction Volumetric Strain for Soils with Non-Plastic Fines
Wei F. Lee Wei F. Lee
Chinese Taipei Deep Excavations in Laterite Deposit C. J. Kuo W. F. Lee
CroatiaNumerical modeling versus an alternative method for predicting settlements of shallow foundations on sand
Vlasta Szavits-Nossan Ivana Lukic Kristic
CroatiaResistance of levees against surface erosion due to overtopping on the example of reconstructed breached levees on Sava river in Croatia
Ivan Mihaljevic Leo Matesic
CTGALes phénomènes de retrait des argiles et marnes de la zone de Diamniodio
Aminata Cisse Aminata Cisse
CTGAElaboration d’un nouveau matériau de construction, par incorporation de la cendre de bois dans les blocs d’argile cuite, pour usage dans le bâtiment
Gladys Milohin Gladys Milohin
CTGA
Geological, geotechnical and mechanical characterization of charnockites – derived lateritic gravels from Southern Cameroon for road construction purposes
Vincent Laurent Onana Vincent Laurent Onana
CTGA
Utilisation des méthodes numériques pour l’évaluation du frottement latéral dans l’essai au pénétromètre dynamique Léger de type DPL : Cas des sols sablonneux de la RDC.
Jean Shimatu Mbuyi Jean Shimatu Mbuyi
CTGACaractérisation géo-mécanique et classification des matériaux vertisoliques de la vallée du Logone utilisés dans la production des briques
Jean Pierre Temga Jean Pierre Temga
Czech & Slovak Republic
Geotechnical problems of expressway construction in landslide area in East Slovakia
Jana Frankovská Jana Frankovská
Czech & Slovak Republic
Sensitivity of soil structure interaction for NPP footing bottom on static and seismic loading
Ivan Vaníček Martin Vaníček
Czech & Slovak Republic
Experimental characterization of swelling properties, retention properties and microstructure of the Czech B75 bentonite
Haiquan Sun David Mašín
Czech & Slovak Republic
Multi-layer population of boreholes with pore pressure probes
Petr Cernoch Jiri Kostal
Denmark Sliding resistance of offshore gravity foundations Jørgen S. Steenfelt Jørgen S. Steenfelt
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Denmark Load testing experience with bored piles in limestone Jørgen S. Steenfelt Jørgen S. Steenfelt
DenmarkMODELLING OF SAND IN THE LOW STRESS REGIME: A REGULARIZED VERSION OF SANISAND MODEL
Chiara Latini Chiara Latini
DenmarkEffects of pore water chemistry on the Atterberg limits and the compression behavior of artificial reconstituted clays
Kenny Kataoka Sorensen Kenny Kataoka Sorensen
DenmarkBack analysis of monitoring data of deep excavations: cases from Copenhagen Cityringen
Varvara Zania Varvara Zania
DenmarkThe geotechnical characterization and illustrative foundation design of the Roskilde Fjord crossing in Denmark
Francesco Petrella Francesco Petrella
DenmarkField measurements of pore water pressure changes in high OCR clays of very high plasticity in relation to deep excavation and pile driving.
Thomas Rye Simonsen Thomas Rye Simonsen
DenmarkThe permeability of high OCR clays of very high plasticity. Direct and indirect measurement methods and scale effects.
Thomas Rye Simonsen Thomas Rye Simonsen
DenmarkSoil Displacements Due to Pile Driving in Remoulded Medium Plasticity Clay Investigated through Model Tests
Belinda Dedenroth Pedersen Tobias Hørlykke
DenmarkStrength properties of overconsolidated, low plasticity clay till
Anders H. Augustesen Anders H. Augustesen
DenmarkOffshore wind turbines in Taiwan: Calibration of p-y curve model in weathered rock based on pile load testing
Søren H. Sørensen Søren H. Sørensen
DenmarkNumerical 3D Modelling of a Quay Wall System in Soft Ground Conditions
Balint Penzes Varvara Zania
EgyptBehavior of a Narrow Mechanically Stabilized Earth Walls
Gihan Abdel Rahman Gihan Abdel Rahman
EgyptLarge in-situ tests to investigate the performance of compacted clay
Yasser El Mossallamy Yasser El Mossallamy
EgyptInteraction between sewage pipelines and contaminated ground water
Ayman Ibrahim Ayman Ibrahim
Egypt Geotechnical Characterization of Port-Said Clay Omaima Hamed Omaima Hamed
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
EgyptNumerical Simulation of Trapdoor Problem and Mitigation using Discrete Element Method (DEM)
Heba Kamal Heba Kamal
EgyptStress history profiling of nile delta clay deposits: Determination and challenges
Marawan Shahien Marawan Shahien
EgyptNumerical Analysis of Footing on Soft Clay Reinforced with Stone Columns
Ebraheem Ramadan Ebraheem Ramadan
EgyptProposed inverted U-Shaped retaining wall for use in areas with limited base width
Rami El-Sherbiny Rami El-Sherbiny
EgyptUplift capacity of group screw piles with grouted shafts in sand
Mohamed Sakr Mohamed Sakr
EgyptModeling Geofoam as a Replacement for Soil Embankment under Roadways
Mirna Sabry Sherif AbdelSalam
EgyptEvaluation of Lateral Stress States for a Compacted Highly Expansive Soil
Tamer Elkady Tamer Elkady
EgyptCapacity of Piles Embedded in Crystalline Salt Formations
Yasser El Mossallamy Walid Hammad
EgyptCoupled Non-isothermal unsaturated modeling in Pavement Design
Mohamed Arab Mohamed Arab
EgyptEffect of Sand Compaction Piles on the Behavior of Expansive Soil
Mohamed Hussein Mohamed Hussein
Estonia Wedged piles under light structures Mait Mets Mait Mets
Finland Stage-Constructed Test Fill on Sulfide Rich Clay Leena Korkiala-Tanttu Monica Löfman
Finland Mass stabilization quality control methods Juha Forsman Juha Forsman
FinlandUtilisation of mass stabilized dredged mud and clay as fill and embankment construction material, case city of Helsinki
Juha Forsman Juha Forsman
Finland Plastic Potential Function of Soft Finnish Clay Leena Korkiala-Tanttu Monica Löfman
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Finland Capacity increase of large-diameter steel pipe piles Jussi Kinnunen Jussi Kinnunen
FinlandEnvironmentally sustainable use of recycled crushed concrete aggregate in earthworks
Taavi Dettenborn Taavi Dettenborn
FinlandImproved slope stability analysis in case of cuts in very soft clay
Leena Korkiala-Tanttu Ayman Abed
FinlandWaste Management Strategies and Disposal Concepts for Spent Nuclear Fuel around the World
Henry Gustavsson Gowthaman Sinnathamby
FinlandClimate change and its affect to freezing conditions in Finland
Henry Gustavsson Henry Gustavsson
FranceA 3D macroelement to model the seismic behaviour of shallow foundations
Youssef ABBOUD Yousef ABBOUD
FranceExperimental study of the mechanisms developed inside a reinforced granular platform over cavities
Minh Tuan PHAM Laurent BRIANCON
FranceDiffraction and local resonant effects in a grid of vertical rigid inclusions inserted into the ground and submitted to seismic effect
Stephane BRULE Stephane BRULE
France Accounting for transit effects in energy pile design Hussein MROUEH Sebastien BURLON
FranceUnderstanding and control of scour phenomena: recent advances
Christophe CHEVALIER Christophe CHEVALIER
FranceModification of the microstructure of compacted swelling clays upon wetting
Olivier CUISINIER Olivier CUISINIER
FranceSimplified approach for the design of rigid inclusions under spread footing using semi-analytical calculations
Nicolas FRATTINI Nicolas FRATTINI
FranceNumerical back-analysis of the behaviour of soft soil improved by rigid inclusions under cyclic loading
Moustafa / Orianne
HOUDA / JENCK Orianne JENCK
FranceMultidisciplinary project-based learning for geotechnical and civil engineering students, to acquire fundamental concepts
Orianne JENCK Orianne JENCK
FranceGrid of in-ground shear walls by deep soil mixing or jet grouting against liquefaction
Paul PANDREA Serge LAMBERT
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
FranceTemperature effect on the creep behaviour of a compacted clay
Farimah MASROURI Farimah MASROURI
FranceA theoretical model of Soil Water Characteristic Curve for large size particle soil
Jacques MONNET Jacques MONNET
FranceThe beneficial contribution of finite element modelling of deep excavations in Plastic Clay in the special context of Grand Paris project
Khadija NEJJAR Khadija NEJJAR
FranceDeep foundation systems of ultra high-rise buildings: the ENTISAR tower in DUBAI
Gustavo PEREIRA Gustavo PEREIRA
FranceState of the art of pile foundation design under seismic loading
Jesus Perez Herreros Jesus Perez Herreros
FranceThe beneficial ue of pressuremeter tet for accurate modelling of a rigid inclusion ground improvement solution
Jerome RACINAIS Jerome RACINAIS
FranceBearing capacity and settlement of pile base on cone loading test
Philippe REIFFSTECK Philippe REIFFSTECK
FranceEffect of temperature cyclic variation on pressuremeter parameters of compacted soils
Rosin-Paumier Sandrine Rosin-Paumier Sandrine
FranceRUFEX project - Recommendations for the formulation, implementation and durability of deep mixing material
Fabien SZYMKIEWICZ Fabien SZYMKIEWICZ
FranceExperimental studies on the thermo-mechanical behavior of energy piles in clay
Anh Minh TANG Anh Minh TANG
FranceSoil Reinforcement by Rigid Inclusions under a Clinker Storage Dome
Benjamin THOMAS Benjamin THOMAS
France Geotechnical description of the "Canal Louis ⅩⅣ" Jean-David Vernhes Jean-David Vernhes
FranceEvaluation of the impact of a cavity upon an earth dike(analytical and numerical approaches): Application to the Val d'Orleans area (France)
Marwan AL HEIB Marwan AL HEIB
FranceRecurrent submarine landslides at Cape Lopez, Gabon, West Africa
Erik GREEN Cecile BABIN
GermanyHydraulic Heave – From numerical investigations via new design formula through to design tool
Martin Ziegler Benjamin Aulbach
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
GermanyCoupling of borehole heat exchangers with solarthermal systems
Oliver Reul Oliver Reul
GermanyResponse of piles under cyclic lateral loading – centrifuge tests
Oliver Reul Oliver Reul
GermanyPositive influence of unloading after Ménard Vacuum Consolidation on long-term creep behavior of soft soils
Christopher / Johannes
Tinat /Kirstein Johannes Kirstein
GermanyPMTs and CPTs interacting as design criteria and quality control on a large soil improvement project in Cuxhaven (Germany)
Jean-Luc / TobiasChaumeny / Reitmeier
Jean-Luc Chaumeny
GermanyGeotechnical challenges in the design of the new Lueneburg lock next to the existing ship lift
Ulf Matthiesen Ulf Matthiesen
GermanyInfluence of the binder content and type of binder on ettringite swelling in the treatment of sulfate-containing soils
Julia Knopp Julia Knopp
GermanyNumerical simulation of the lateral bearing behavior of open steel pipe piles with regard to their installation method
Johannes Labenski Johannes Labenski
GermanyInvestigations on geosynthetic reinforced bearing layers under static and dynamic loading
Julian Lehn Julian Lehn
GermanyReduction of lateral trust at bridge abutments by means of geosynthetic encased columns (GEC): case study and analyses
Dimiter Alexiew Dimiter Alexiew
GermanyUse of organic soils in earthwork engineering - a contribution to resource efficiency
Christoph Henzinger Christoph Henzinger
Germany Simulation of water-structure interaction using CPDI Christian Moormann Christian Moormann
GermanyEnvironment-friendly and economically optimised Foundation Systems for sustainable High-rise Buildings
Rolf Katzenbach Rolf Katzenbach
Germany Slope stabilization using anchored shafts Rolf Katzenbach Christiane Bergmann
GermanyThe spreading of fresh concrete in bored piles – results of large and small scale model tests and numerical simulations
Claudia Fierenkothen Matthias Pulsfort
Germany Vibro replacement with sand and recycled aggregates Wolfgang Jimmy Wehr Wolfgang Jimmy Wehr
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
GermanyAnalysis of concrete flow and stiffening behavior in bored piles
Bjoern Boehle Matthias Pulsfort
GermanyFluid and casing supported execution of bored piles and their effects on concrete flow behavior.
Bjoern Boehle Matthias Pulsfort
GermanyMeasurement of thermal strain with a rock high-pressure high-temperature thermo-triax system
Hauke Anbergen Liang Pei
GermanyAdvanced mechanical testing of gas hydrate-bearing sediments
Christian Deusner Christian / HaukeDeusner / Anbergen
GhanaA field investigation of the effect of horizontal confinement on the dynamic cone penetration index of a lateritic soil for pavement construction
Samuel Ampadu Samuel Ampadu
GuatemalaSeismic ground improvement: stone columns performance for a power plant in the southern alluvial plains of Guatemala
Fernando Callejas Fernando Callejas
Hong KongA coupled CFD-DEM study of debris flow: the effect of fine exchanging on the impact behaviour
Xingyue Li Jidong Zhao
Hong KongNumerical Analysis of Cross Passage Opening for TBM Tunnel
Tse-Hung Lee Tse-Hung Lee
Hong KongA landslide frequency map for natural terrain in Hong Kong
Frankie Lo Frankie Lo
Hong KongThree-dimensional debris mobility modelling coupling smoothed particle hydrodynamics and ArcGIS
Raymond Law Raymond Law
Hong KongUse of Shear Wave Velocity to Evaluate In-Situ State of Silty Sands
Yi Guo Jun Yang
Hong KongExperimental investigation on synthetic water repellent soils for slope stabilization
Shuang Zheng Shuang Zheng
Hong KongInnovations in Geotechnical Testing and Monitoring Driven by New Technologies
Yu-Hsing Wang Yu-Hsing Wang
Hong KongCost Effective Seismic Design of Buildings Accounting for Soil-Foundation-Structure Interaction
Aslan Hokmabadi Aslan Hokmabadi
Hong KongCharacterisation of soil spatial variability and evaluation of its impacts on geotechnical performance
Y.F. Leung Y.F. Leung
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Hong Kong Effect of cooling on ultimate capacity of energy pile Anthony Gunawan Anthony Gunawan
HungaryAssessment of liquefaction potential based on combined CPT and shear wave velocity measurements using energy concept
Zoltán Bán Zoltán Bán
Hungary
The maximum length for the abstract title is 150 characters (including spaces) and the title should be in lowercase letters except the first letter, proper nouns, and acronyms.
Emőke Imre Emőke Imre
HungaryModeling of railway transition zones under dynamic loading
Edina Koch Edina Koch
HungaryTEST AND METHOD IS PROPOSED FOR MEASURING THE DYNAMIC COMPACTION-RATE AND DYNAMIC MODULUS IN EARTHWORKS
István Subert István Subert
HungaryBearing capacity and durability of stabilized soils with HRB
János Szendefy János Szendefy
HungaryIMPORTANCE OF GEOTECHNICAL MODELING IN BRIDGE DESIGN
Róbert Szepesházi Róbert Szepesházi
HungaryEffects of local ground conditions on site response analysis in Hungary
Orsolya Kegyes-Brassai Orsolya Kegyes-Brassai
HungaryEngineering geological and geotechnical characterization of highway tunnels near Budapest, Hungary
Péter Görög Péter Görög
IcelandDeformation modelling of unbound granular materials in pavements tested with an HVS.
Sigurdur Erlingsson Thorbjorg Saevarsdottir
IcelandStiffness profiles of sandy soil sites using the Multichannel Analysis of Surface Waves method
Sigurdur Erlingsson Sigurdur Erlingsson
IcelandGeohazard monitoring for reservoir and dam safety and sustainability
Fjola Gudrun Sigtryggsdottir Fjola Gudrun Sigtryggsdottir
IndiaSeismic stability of a steep nailed soil slope- Shaking table testing and numerical analysis
Smrutirekha Sahoo Smrutirekha Sahoo
IndiaEffect of Compaction Stresses on Performance of Back-to-Back Retaining Walls
Umashankar Balunaini Sasanka Mouli Sravanam
IndiaUltimate Pullout Capacity of Granular Pile Anchors (GPA) in c-φ Soils by Cavity Expansion Theory
Madhav Madhira Vidyaranya Bandi
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
IndiaExperimental determination of the soil-pile separation lengths of a single pile under coupled vibrations
Sanjit Biswas Sanjit Biswas
IndiaPullout behavior of Geogrid-encased Granular Pile-Anchor embedded in Expansive Clays.
Raghuram A.S.S Raghuram A.S.S
IndiaProbabilistic back analysis of slopes considering spatial variability of soil parameters
Pinom Ering G.L. Sivakumar Babu
IndiaImpact of Climate Change on Design of Monopile Supported Offshore Wind Turbine in Clay
Sumanta Haldar Sumanta Haldar
IndiaSeismic Liquefaction Hazard-Vulnerability Analysis and Mapping of Existing Important Buildings of Mumbai City, India
Reshma Raskar-Phule Deepankar Choudhury
IndiaProbabilistic seismic slope stability analyses of the rock fill tailing dams
Sitharam T.G. Amarnath Hegde
IndiaTBM- ground interaction and the effect on adjacent structure integrity
Vineetha K Boominathan A
IndiaInfluence of excess pore pressure during earthquake on response of Delhi metro tunnels
Viladkar Manohar Narayan Viladkar Manohar Narayan
IndiaAnalysis of Effect of Reinforcement on Stability of Steep Slopes
M. R. Madhav Akshay Jha
IndiaBearing capacity of circular footing on RFB over soft non-homogeneous ground with granular pile
Abhishek Sakleshpur Abhishek Sakleshpur
IndiaInfluence of presence of existing buried pipe system on the capacity of single pile in sand
Amit Srivastava Vaishali, Monica Sahu
IndiaInfluence of Damping Models on Dynamic Response of Pile Group
Kaustav Chatterjee Kaustav Chatterjee
India Behaviour of batter piles under dynamic loads Subramanian RM Boominathan A
IndiaBuilding a University on Liquefiable Sands using Dynamic Compaction
Ravi Sundaram Sorabh Gupta
IndiaNonlinear GRA for assessing the liquefaction susceptibility of Agartala city
Arindam Dey Arindam Dey
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
IndiaComparative Studies on Behaviour of Caisson Foundations under Static and Seismic Conditions
Shibayan Biswas Deepankar Choudhury
IndiaNumerical Modelling of Bucket Foundation in Dense Sand Supporting Offshore Wind Turbines
Tanmoy Kumar Deb Tanmoy Kumar Deb
IndiaBehaviour of Laterally Loaded 1-g Single Model Pile in Soft Clay with Sloping Ground
Deendayal R Deendayal R
IndiaNUMERICAL ANALYSIS OF ANCHORED GRANULAR PILE (AGP) UNDER TENSILE LOADS
Narendra Samadhiya Narendra Samadhiya
IndiaIdentifying Defects in Deep Bored Piles - Case Studies from India
Sorabh Gupta Ravi Sundaram
IndiaReuse of Plastic Waste in Foundation Soil Reinforcement Applications
Trudeep Dave Trudeep Dave
IndiaArea-ratio optimization of granular pinned soil slopes in slope-stability analysis.
Abhijit Saha Abhijit Saha
IndonesiaThe effect of drying process to determine residual shear strength of clay shale by using Triaxial multi-stage system
Idrus M. Alatas Idrus M. Alatas
IndonesiaHeight limitation of rock fill dams with tropical residual clay core against hydraulic fracturing
Didiek Djarwadi Didiek Djarwadi
IndonesiaRheological approach to determine the behavior of mass movement in Pengalengan, Indonesia.
Budijanto Widjaja Ferry Haryono
Indonesia Development of the Seismic Hazard Maps of Indonesia Masyhur Irsyam Masyhur Irsyam
IndonesiaInvestigation of landslides and monitoring of the subsequent ground movement and geothermal pipe lines foundation in West Java
Paulus P. Rahardjo Paulus P. Rahardjo
IndonesiaDerivation of consolidation parameters - a review of Cassagrande and Taylor methods
Tjie-Liong Gouw Tjie-Liong Gouw
IranNumerical Analysis of Soil Nail Shearing Behavior during Pullout and the Effect of Overburden Pressure on Pullout Resistance Using Finite Element Method
Ali Komak Panah Amir reza Behzadian
IranPullout Resistance of an Innovative Geogrid System Embedded in a Granular Soil
Mansour Mosallanezhad Mansour Mosallanezhad
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
IranA laboratory investigation on suppression of dust from wind erosion using biotechnology
Ghasem Habibagahi Ghasem Habibagahi
IranNeotectonics related landslide of Ambal salt piercement within the Upper Gotvand dam reservoir, Iran
Arash Barjasteh Arash Barjasteh
IranGeotechnical mitigation measures for interaction of reverse faulting and shallow foundations: centrifuge modeling
Abbas Ghalandarzadeh Mehdi Ashtiani
IranDetermination of relative permeability curve of unsaturated soils: a pore network modeling approach
Ghasem Habibagahi Ghasem Habibagahi
IranCombined Effects of Topography and Sediments on the Site-period Evaluation of Two-dimensional Sedimentary Valleys
Behrouz Gatmiri Dana Amini-baneh
IranImplementation of Image Processing Technique for Measuring Membrane Penetration in Triaxial Testing on Gravelly Soils
S. Mohsen Haeri S. Mohsen Haeri Haeri
IranA hydromechanical model for the unsaturated behavior of lime-stabilized collapsible soils
S. Mohsen Haeri Amir Akbari Garakani
IranDetermination of critical water level during first impounding in earth dams using unsaturated transient seepage analyses
Fardin Jafarzadeh Amir Akbari Garakani
IranThree dimensional analysis of corner effect of deep excavations using anchored wall method
Amir Zad Amir Zad
IranPropagation of cohesive crack in unsaturated porous media in mixed mode
Behrouz Gatmiri Alireza Mokhtari
IranNumerical and Experimental study on seismic response of structure with Piled raft foundation
boshra razmi Alireza Saeedi azizkandi
Iran2D and 3D Analyses of Behavior of a High Rockfill Dam
Abbas Soroush Abbas Soroush
Iran Stability of Buildings Near Shallow Excavations Javad Mofidi Javad Mofidi
IranInterpretation of in-situ horizontal stress from self-boring pressuremeter tests in sands: A numerical study
Mohammad Mehdi Ahmadi Mohammad Mehdi Ahmadi
Iran Pull-out performance of ground anchors in Tabriz marl Amirali Mahouti Amirali Mahouti
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
IranNonlinear Dynamic Analysis of Embankment Dams by Artificial Neural Networks
Alireza Tabarsa Hamed Davodi
IranExamined the Interaction of Several Cracks with Thermo-Hydro-Mechanical Behavior of Unsaturated Porous Media
Behrouz Gatmiri Ehsan Motevali Haghighi
IranPermeability, groutability and protected clayey blanket appraisal of the Qadrony Zarand dam site in Iran
Mehdi Momeni Mohsen amiri
IranNumerical analysis of ground level settlement due to tunnelling for intersecting tunnels
Ako Rashidi Peyman Hamidi
IranThe Effect of Trench Geometry on Dynamic Responses of Pipelines, Embedded in Sandy Slope by Numerical Modeling
Fardin Jafarzadeh Hadi Farahi Jahromi
IraqAdhesion factor of Piles Embedded in Unsaturated Swelling Soil
Raid Al-Omari Raid Al-Omari
IraqREMEDIATION OF AL NASSYRIA OIL REFINERY CONTAMINATED SOIL
Mahdi Karkush Mahdi Karkush
IrelandGround movements prediction for a deep excavation in soft marine clay in Sweden
Patrick Casey Patrick Casey
ItalyImplications of advanced soil modelling on the dynamic analysis of offshore wind turbines
Federico Pisanò Federico Pisanò
ItalyLaboratory tests assessing the helix to -shaft ratio for helical piles as a novel offshore piled system
Giovanni Spagnoli Giovanni Spagnoli
ItalySliding surfaces and displacement rates of extremely-slow landslides: reliability of inclinometer measurements
Lucia Simeoni Lucia Simeoni
ItalyAn interpretation of the observed behaviour of a deep excavation in Shanghai based on numerical analysis.
Fabiano Bertoldo Fabiano Bertoldo
ItalyAnalysis of the interaction between large diameter foundation piles and hointed rock mass for the Costa Concordia wreck removal project
Davide Spinelli Davide Spinelli
ItalyDynamic soil-structure interaction of pier caisson foundations.
Domenico Gaudio Domenico Gaudio
ItalyBridging embedded pipelines: some options and recent tests
Agostino Napolitano Pierpaolo Fantini
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
ItalyStability analyses and design of a waste landfill enlargement in a seismic area
Francesco Mazzieri Francesco Mazzieri
ItalyPerformance of large homogeneous earth dams during strong ground motions
Luca Masini Luca Masini
Italy3D numerical back-analysis of measured strains in a segmental tunnel lining during construction.
Emilio Bilotta Emilio Bilotta
ItalyExperimental analyses on cellular polymers in different forms for geotechnical applications
Lorella MontrasioMichele Placido Antonio
Gatto
ItalySettlement prediction and observed behaviour of a tall building on coarse-grained soil
Fabio Tradigo Fabio Tradigo
ItalyModelling the experimental behaviour of a micaceous sand under cyclic load
Laura Tonni Irene Rocchi
ItalyReclamation of a containment area: measures and back analysis of the height of the dredged mud and the settlements of the foundation soils
Salvatore Miliziano Armando de Lillis
JapanSimplified sampling method for river embankment soils and evaluation of strength properties of the sampled soils
Takeshi Kodaka Takeshi Kodaka
Japan
Marco mechanical behavior and micro structure change of natural depositary soft clay subjected to several Hz of cyclic loading under K0 and isotropic conditions
Yuhei Kurimoto Feng Zhang
JapanLong-term mechanical behavior of disaster debris soil considering wood chips deterioration
Masaki Nakano Takayuki Sakai
JapanInfluence of natural structure on stiffness as multi-dimensional properties in K0-consolidated clays
Satoshi Nishimura Satoshi Nishimura
JapanMass transport property of soil-bentonite cutoff walls considering chemical diffusion
Atsushi Takai Atsushi Takai
JapanSimulation of water-NAPL-air three-phase flow in porous media based on a generalized characteristic curve model
Keita Nakamura Mamoru Kikumoto
JapanStudy on failure mechanisms of the deep mixing columns reinforced by a shallow mixing layer
Binh T. T. Nguyen Binh T. T. Nguyen
Japan
Development of a “full formulation”-based soil-water coupled finite deformation analysis and its application to undrained compression test of soil specimen with high permeability
Tomohiro Toyoda Tomohiro Toyoda
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
JapanThree trial embankments placed on a soft foundation deeper than 100 metres
Hideki Ohta Koki Sawano
JapanExtension of SYS Cam-clay model for reproduction of the mechanical behavior of cement treated soils
Shotaro Yamada Shotaro Yamada
JapanInfluence of soil moisture and stratigraphic structure on actual evaporation
Katsuyuki Kawai Katsuyuki Kawai
JapanBehavior of unsaturated sandy soil during triaxial compression tests under fully undrained conditions and its modelling
Sayuri Kimoto Sayuri Kimoto
JapanA series of fully undrained cyclic loading simulation on unsaturated soils using an elastoplastic model for unsaturated soils
Veerayut Komolvilas Mamoru Kikumoto
JapanImage analysis of LNAPL recovery in sand due to injecting water with different temperatures using X-ray CT
Toshifumi Mukunoki Toshifumi Mukunoki
JapanVoid ratio and angle of repose for coral gravel sand mixture
Yukio Nakata Yukio Nakata
JapanNumerical evaluation of liquefaction potential of the heap of iron ore fines during maritime transportation
Hailon Wang Hailon Wang
JapanSoil parameter governing mechanical properties of coral gravel soils
Yoichi Watabe Yoichi Watabe
JapanInfluence of alteration on engineering properties of bentonite in highly alkaline condition
Yasutaka Watanabe Yasutaka Watanabe
JapanMicroscopic investigation of progressive changes of pore water distribution in shear band of unsaturated sand under triaxial compression
Ryunosuke Kido Ryunosuke Kido
JapanSupport mechanism of anchor type retaining wall in braced excavation and analysis of a field observation
Hossain Md. Shahin Teruo Nakai
JapanSeismic strengthening technique for existing pile foundations in soft ground and liquefiable ground
Koichi Tomisawa Koichi Tomisawa
JapanResearch for development of spiral bladed drain pipe reinforcement method
Tomohiro Hamasaki Tomohiro Hamasaki
JapanApplication of cement-treated soil reinforced with geotextile to avoid generating differential settlement on road surface
Tomonori Mikami Tomonori Mikami
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
JapanDeformation Factors and measures of embankment by winter construction
Atsuko Sato Atsuko Sato
JapanCentrifuge model tests examining stability of seawalls subjected to high waves
Hidenori Takahashi Hidenori Takahashi
JapanReliability-based design for earth-fills against severe natural hazard events
Shin-ichi Nishimura Shin-ichi Nishimura
JapanExperimental study of damage morphology in two-hinge precast arch culvert during strong ground motion
Yasuo Sawamura Yasuo Sawamura
JapanInfluence of placement and configuration of small-diameter steel pile on slope reinforcement
Hemanta Hazarika Hemanta Hazarika
JapanEvaluation of seismic performance of a bridge column integrated by multiple steel pipes with directly-connected piles based on shaking table test
Koichi Isobe Koichi Isobe
JapanExperimental study on vibratory pile driving on performance of a model open-ended pipe pile in dry sand ground
Shunsuke Moriyasu Tatsunori Matsumoto
JapanEffect of shaft rotation of driven spiral pile under pull-out loadings
Takahiro Sato Takahiro Sato
JapanSeismic response analyses of piled raft with grid-form DMWs using 3D nonlinear FE model under large earthquake loads
Yoshimasa Shigeno Yoshimasa Shigeno
JapanLong-term behavior of friction piled raft with grid-form DMWs in loose sand underlain by thick clay layers in reclaimed land
Kiyoshi Yamashita Tomohiro Tanikawa
JapanBearing capacity characteristics of a small diameter spiral pile in soft ground subjected to combinedload
Ryo Yamauchi Koichi Isobe
JapanNewly mitigation techniques for prevention of liquefaction by using microbial functions
Toshiro Hata Toshiro Hata
JapanAssessment of injection pressure of plastic grout for boulder mound improvement
Hiroyasu Ishii Hiroyasu Ishii
JapanLiquefaction prevention effect of non-liquefaction layer upper liquefaction layer in grid-form deep mixing wall
Kazuhiro Kaneda Kazuhiro Kaneda
JapanLaboratory tests and a full-scale embankment of the mixture of steel slag and fine-grained soil
Satsuki Kataoka Satsuki Kataoka
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
JapanVerification of simulation of the excess pore water pressure dissipation method using macro-element method in dynamic problem.
Toshihiro Nonaka Toshihiro Nonaka
JapanStrength and stiffness of compacted cement-mixed gravelly soil controlled by the degree of saturation
Fumio Tatsuoka Fumio Tatsuoka
JapanSuggestion of evaluation method of impact load of rock and soil based on a series of model experiments
Keita Abe Keita Abe
JapanNumerical study about rainfall infiltration of 2013 Izu-Oshima slope failure
Takaki Matsumaru Takaki Matsumaru
JapanDynamic centrifuge model tests of reinforced slopes by rock bolts with facing plate
Shion Nakamoto Shion Nakamoto
JapanField pull-out tests on laterally installed small-diameter steel pipes with blades in embankment
Masamichi Sawaishi Masamichi Sawaishi
JapanClimatic effects on the stability of unsaturated soil slope in cold region
Srikrishnan Siva Subramanian Srikrishnan Siva Subramanian
JapanProposed early warning system of slope failure by monitoring inclination changes in multi-point tilt sensors
Lin Wang Lin Wang
JapanEnergy-based investigation of multiple liquefaction properties of sand subjected to different strain histories
Yudai Aoyagi Yudai Aoyagi
JapanEvaluation of liquefaction strength curves using energy dissipation
Tsuyoshi Honda Tsuyoshi Honda
JapanEvaluation of seepage behaviour for deformed levee after earthquake
Yasuhiro Ikami Yasuhiro Ikami
JapanEffects of density and long-term consolidation on the liquefaction strength of silty sand
Keisuke Ishikawa Keisuke Ishikawa
JapanAn experimental study of sand boiling in relation to shearing characteristics of liquefied soil
Tadashi Kawai Tadashi Kawai
JapanOn liquefaction potential evaluation by comparing upward seismic energy with energy capacity of sands
Takaji Kokusho Takaji Kokusho
JapanNumerical extraction of Rayleigh waves and assessment of their influence on liquefaction damage
Kentaro Nakai Kentaro Nakai
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
JapanExperimental study on aseismic countermeasure of existing masonry walls available for various site condition
Susumu Nakajima Susumu Nakajima
JapanInfluence of frozen surface layer on ground behavior during earthquake
Tetsuya Tokoro Tetsuya Tokoro
JapanEstimation of liquefaction preventation using settlement in grid-form ground improvement design
Shoichi Tsukuni Shoichi Tsukuni
JapanDevelopment of railway embankment resistant to severe earthquakes and prolonged overflows caused by Tsunami
Kenji Watanabe Kenji Watanabe
JapanStability evaluation on the block reinforcement for Tsunami resilient breakwater
Kiyonobu Kasama Kiyonobu Kasama
JapanNumerical analysis of fluidization of sandy materials by CWENO method
Kazunori Fujisawa Kazunori Fujisawa
JapanA consideration of failure mechanism of river levee due to water seepage based on model test and soil-water-air coupled finite deformation analysis
Takahiro Yoshikawa Takahiro Yoshikawa
JapanNumerical study on bearing capacity of the compacted earth foundation of masonry structure
Ryota Hashimoto Ryota Hashimoto
JapanWater shielding mechanism of a double-layered compacted earth structure and its application to conservation of tumulus mounds
Mai Sawada Mai Sawada
JapanDevelopment of impermeable coating treatment on reutilization of contaminated soils and solid wastes
Shinya Inazumi Shinya Inazumi
JapanEffects of cations on cesium sorption/desorption characteristics of soil layer for containment of radioactively polluted waste
Toru Inui Toru Inui
JapanNeeds for the decommissioning geotechnical engineering for the Fukushima Daiichi Nuclear Power Plant
Shigeru Goto Shigeru Goto
JapanThe evaluation for radiation shielding ability of the soil materials and application to design for construction
Ema Yoshikawa Ema Yoshikawa
Japan
Numerical study on unfavorable influences of methane hydrate production on dynamic behaviors of seabed sediments during an earthquake
Toshifumi Akaki Toshifumi Akaki
JapanShear and dissociation characteristics of methane hydrate bearing sand with fines
Shintaro Kajiyama Shintaro Kajiyama
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
JapanPerformance of piled raft with grid-form DMWs supporting base-isolated building of the largest scale
Junji Hamada Junji Hamada
Japan1G shaking table test for clarifying seismic deformation mechanism of fill slope
Hidehiko Murao Hidehiko Murao
JapanUsefulness for the detection of unstable filled slopes during earthquakes by cracks on retaining walls
Susumu Yasuda Susumu Yasuda
JapanEffect of flexural rigidity of piles on horizontal resistance of reinforced gravity type breakwater with steel sheet piles
Yoshiaki Kikuchi Yoshiaki Kikuchi
JapanStress-dilatancy relationship and simple constitutive model for methane hydrate bearing sand
Masayuki Hyodo Masayuki Hyodo
JordanPerformance of Rapid Impact Compaction as Middle-Deep Ground Improvement Technique
Bashar Tarawneh Bashar Tarawneh
KazakhstanAnalysis results of static and dynamic loads tests of pile foundations in constructions site of Expo-2017, Astana, Kazakhstan
Askar Zhussupbekov Abdulla Omarov
Kazakhstan Increasing the bearing capacity of driven piles Vladimir Gruzin Vladimir Gruzin
KazakhstanModeling of the bases and foundations of the mausoleum Arystan-Bab in South Kazakhstan
Askar Zhussupbekov Assem Issina
KazakhstanSome modern methods of strengthening of soft soil in the bases of constructions
Vitaliy Khomyakov Vitaliy Khomyakov
KazakhstanAuthenticity and integrity of soil structure with geotechnical characterization in Angkor in Cambodia
Yoshinori Iwasaki Yoshinori Iwasaki
KazakhstanIMPACT OF SUBGRADE FREEZING ON PAVEMENT DEFORMATION Bagdat Teltayev Bagdat Teltayev
Kazakhstan Collapsible soil properties research Adil Zhakulin Adil Zhakulin
Kazakhstan Natural and Man-Made Geohazards in Kazakhstan Askar Zhussupbekov Askar Zhussupbekov
KazakhstanFull-scale testing of soil-structure interaction for very high capacity sour gas pipeline in Kazakhstan
Nguyen Hop Minh Jong R. Kim
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
KazakhstanFrost depth monitoring of pavement and evaluation of frost susceptibility at soil ground of Kazakhstan
Zhanbolat Shakhmov Zhanbolat Shakhmov
Korea Risk Assessment of Debris Flow in Urban Area Gou-Moon Choi Chan-Young Yune
KoreaA Study on the Behaviour of Single Piles to Adjacent Shield Tunnelling in urban areas
Young-Jin Jeon Cheol-Ju Lee
KoreaCavity development mechanism around cracked sewer pipes
Ho-Jong Kim Jong-Ho Shin
KoreaSoil – water characteristics of Xanthan gum biopolymer containing soils
Thi Phuong An Tran
Ilhan Chang
Korea A Numerical Study on Confining Effects of TSL Kicheol Lee Chulho Lee
KoreaQuantitative comparison of hydraulically induced fractures under continuous and cyclic injection on Pocheon granite
Melvin B Diaz Kwang yeom Kim
Korea3D FEM Analysis on Preloading Method for Foundation Reinforcement in Vertical Extension Remodeling
Cheng-Can Wang Jin-Tae Han
KoreaDevelopment of controlled low strength material (CLSM) using self-cementitious fly ash
Sanghyeong Lim Woojin Lee
KoreaEffect of sample preparation and freezing temperature on mechanical properties of frozen soil
Dongseop Lee Hangseok Choi
KoreaInvestigation of Ground Cavity using Ground Penetrating Radar
Won-Taek Hong Jong-Sub Lee
KoreaApplicability of distributed fiber-optic sensing technique to monitor temperature and strain of a drilled shaft
Sayed Isahaq Hossain Ki-Tae Chang
KoreaNumerical simulation of triaxial shearing-infiltration tests on a compacted soil
Harianto Rahardjo Yongmin Kim
KoreaVerification of Threshold Line in Direct Shear Test using DEM Simulation
Byeong-Su Kim Seong-Wan Park
KoreaA Case Study on the Plan for Soil Reinforcement by CGS
Seok-Hyun Seo Seok-Hyun Seo
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
KoreaDevelopment of a new concept abutment using a MSEW
Moon S Nam Moon S Nam
KoreaChloride Attack of Reinforced Earth Retaining Wall by Using Snow Removal Materials
Jong-Nam Do Jong-Nam Do
KoreaImplementation of Rainfall Time Distribution for Unsaturated Soil Slope Instability Analysis
Jaehong Kim Jaehong Kim
KoreaNumerical evaluation of the effects of ground reinforcement methods in double-deck tunnel junction
Skhan Park Seok Jin Lee
KoreaProperty of Changing Porosity according to Soil Erosion in Ground
Joo-Bong Kim Seung-Kyong You
KoreaExperiments for Permeability and Clogging of Permeable Pavement Materials
Maricris Jalmasco Jaehun Ahn
KoreaCyclic behavior of soil supporting suction caisson foundation
Pouyan Bagheri Jin Man Kim
KoreaBehaviour of Drilled Shaft with Different shape in Groups, which installed in Soft Rock, considered with Characteristics of Load Distribution
Dae Sung Lim Dae Sung Lim
KoreaExploring the Sinkhole Mechanism with Field Scale Test on Buried Ice in Highly Compacted Ground
Daeyoung Lee Namkak Cho
KoreaInvestigation of Ground Behaviour Under Pile-Raft Foundation Applied Vertical Load Due To Tunnel Excavation
Dong-Wook Oh Yong-Joo Lee
KoreaExperimental observation of ground cave-ins induced by a damaged sewer pipeline
Tae-young Kwak Choong-ki Chung
KoreaReal-time Safety Evaluation of Dam and Levee using Fragility Analysis and Instrumentation
Dong-Hoon Shin Dong-Hoon Shin
KoreaOptimization of Safety Analysis in Operational Tunnel considering the Deterioration
Jinho Choo Jinho Choo
KoreaExperimental investigation of connected foundation for transmission tower using reduced prototype field model tests in soft clayey soils
Doohyun Kyung Junhwan Lee
KoreaCapillary pressure correction in irregularly shaped pore channel
Hyoung Suk Suh Tae Sup Yun
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
KoreaAnalytical Method of Mega Foundations for High-Rise Buildings
Sangseom Jeong Sangseom Jeong
KoreaStability Analysis of Underground Express Highway Tunnel in Incheon
Eun Chul Shin Eun Chul Shin
KoreaStabilization of marine dredged sediments by industrial by-products in Honam area
Tan manh Do Young-sang Kim
KoreaAssessment of Applicability of biogrouting in the sandy ground
Daehyeon Kim Kyungho Park
KoreaImpact of Solution Chemistry on the Deposition Behavior of Kaolinite in a Silica Sand Matrix
Jongmuk Won Jongmuk Won
KoreaProfilif Deflection Measurement Technique for Real-Time Visualization of Deformed Infrastructure Shapes
Sung-Ho Joh Sung-Ho Joh
KoreaEvaluation of petroleum cokes ash mortars blended with nano-bubble water
Young-Ho Kim Jung-Geun Han
KoreaHigh-tensile steel meshes used in slope stabilization systems, tested in first large scale field test application
Corinna Wendeler Seung Il Choi
KoreaField monitoring on the unsaturated characteristics of mine tailings dump during rainfall
Young-Suk Song Young-Suk Song
KoreaDrainage and shear velocity dependent shear characteristics of granular materials: rheological concept and debris flow mobility
Sueng Won Jeong Sueng Won Jeong
KoreaDevelopment of a Soft Ground Hardening Agent for Coastal Construction Using Eco-Friendly Solidification Material
Do Young Cho Do Young Cho
Korea Towards an enhanced soil classification system Junghee Park J. Carlos Santamarina
KoreaThe development of slope stability program considering rainfall and presence of transmission tower
Jung-Tae Kim Gye-Chun Cho
KoreaSeismic behavior of LNG storage tank considering soil-foundation-structure interaction with different foundation type
Jeong-Gon Ha Dong-Soo Kim
KoreaInvestigation of mechanism of ground sinking through 3-D GPR surveys and laboratory model tests
Hwiyoung Chae Hwiyoung Chae
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Korea Capacity of bucket foundation on sand over clay layers Duhee Park Duhee Park
Korea"FROW" A Structural Reliability Analysis Software for Offshore Wind Turbine Foundations
Gil Lim Yoon Sun Bin Kim
KoreaGround improvement design using disconnected piled raft for the foundation of LNG tanks
Boramy Hor Boramy Hor
KoreaComparison of results from diverse types & conditions of site response analysis for long span bridge
Seokwoo Jin Seokwoo Jin
KoreaAn Automatic Resistivity Monitoring System for Several Embankment Dams in Korea
Ki-Seog Kim Mi Kyung Park
KoreaInfrared Image Implication for Non-Destructive Geotechnical Investigation Method
Hyun-Ki Kim Hyun-Ki Kim
KoreaFluid displacement patterns in porous media: 3D pore-network modeling
Jaewon Jang Jaewon Jang
Korea Static Stability of Hardfill Dams Bumjoo Kim Bumjoo Kim
KoreaDesigning a piled embankment with geosynthetics based on the curved and variable soil arch
Taehee Lee Young-Hoon Jung
KoreaUtilization of Bacterial Biopolymer Formation for Soil Improvement: Bioclogging and Erosion Resistance
Tae-Hyuk Kwon Tae-Hyuk Kwon
KoreaPrediction of rainfall induced shallow landslide hazard: a dynamic approach
Ananta Man Singh Pradhan Yun-Tae Kim
KoreaExperimental Study on Long-term Behavior of Bucket Foundations under Vertical Pullout Cyclic Loading
Nghiem Xuan Tran Sung-Ryul Kim
KoreaInvestigation on Horizontal Behavior on Piled Gravity Base Foundation for Offshore Wind Turbine using Numerical and Centrifuge Modeling
Ji-Hun Seo Yun Wook Choo
KoreaBehaviour of ground around underground cavity due to sewer leakage
Sukmin Kong Hyuksang Jung
KyrgyzstanDesign features of transport tunnels in difficult physical-geographical conditions
Kamchibek KozhogulovGulzat Kadyralieva
Asanbekovna
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
KyrgyzstanBases determination methods of traffic intensity of vehicle by using of registering equipment
Orosbek Shatmanov Sultan Duishebaev
LaosEvaluation of waterdrop impact soil detachment for a high suction-induced soil
Khonesavanh Vilayvong Khonesavanh Vilayvong
LatviaWood fly ash stabilization and numerical analysis of unbound pavement layers
Peteris Skels Peteris Skels
LebanonCharacterization of the Spatial Variability of Soil Properties in a Recently Reclaimed Fill
Salah Sadek Salah Sadek
Lebanon Landslide hazard mapping for Lebanon. Grace Abou Jaoude Grace Abou Jaoude
LebanonUpdated issues regarding the evaluation of soil liquefaction potential under earthquake loading
Muhsin Rahhal Muhsin Rahhal
MalaysiaInvestigation of Shaft Friction Mechanisms of Bored Piles through Distributed Optical Fibre Strain Sensing
Hisham Mohamad Bun Pin Tee
MalaysiaDesign and Construction of PVD with Temporary Surcharge as Ground Treatment Over Soft Clay in Batu Kawan, Penang
Peir Tien Lee Yean Chin Tan
MexicoConstant rate of strain consolidation of Mexico City soils
J. Abraham Díaz-Rodríguez Wend Romero-Tonix
MexicoSoil-wall interaction method based on Zeevaert´s Methodology
Carmelino Zea Rigoberto Rivera
Mexico3D numerical study of protective actions and risk mitigation during the construction of underground structures near historic buildings in Guadalajara City
Eduardo Botero-Jaramillo Efrain Ovando Shelley
Mexico Recent information on in Mexico City subsidence Gabriel Auvinet Edgar Méndez-Sánchez
MexicoDesign and construction of the substructure of a commercial development in Bogotá City using a Top-down Sequence.
Guillermo Clavellina-Miller Omar Martinez-Galvis
MexicoMicromechanics of granular media subjected to triaxial test
Jesus Sanchez Gabriel Auvinet
MexicoBehavior of an embankment built on a very soft soil deposit with and without rigid inclusions: monitoring and numerical modeling
José Luis Rangel-Núñez Fernando Almanza-Hernández
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
MexicoDisplacement nomograph from two (2D) to three dimensions (3D) finite element applied to circular tunnels in clay
Luisa Equihua-Anguiano Fernando Viveros-Viveros
MexicoAnalytical method to perform analysis of interaction ground-lining for circular tunnels
Marco Pérez Angeles Gabriel Auvinet Guichard
MexicoDiametric deformations in the concrete segment lining of a tunnel excavated in soft soils. Criteria for their evaluation and mitigation actions for their control
Mario Arturo Aguilar Téllez Mario Arturo Aguilar Téllez
MexicoMonitoring framework to improve the Chilatán dam safety.
Martín Ramírez-Reynaga Martín Ramírez-Reynaga
MexicoSubsoil characterization for the railway network of the collective system of public transportation in Mexico City
Moisés Juárez-Camarena Gabriel Auvinet
MexicoThe evaluation of permanent deformation of one fine-grained soil undergoing drying and wetting
Natalia Perez Paul Garnica
MexicoInfluence of the soil mathematical function on coupled analysis of water flow-slope stability in embankments
Norma Patricia López José Alfredo Mendoza
MexicoGeomatics and Neuroanalysis for Landslide Early Warning
Silvia García Jorge López-Molina
MexicoSeismic Vulnerability Review of Underground pipelines in México City Valley
Raul Flores Berrones Raul Flores Berrones
MexicoPerformance and modelling of a friction-piled embankment on a very soft clayey soil
Manuel J Mendoza Miguel Rufiar
MexicoProposed foundations system for transport infrastructure in very soft soils
Eduardo Botero-Jaramillo Alexandra Ossa Lopez
Mexico Influence of diatom microfossils to soil compressibility Abraham Díaz-Rodríguez Arturo Moreno-Arriaga
MexicoUnderexcavation and grout injection to correct differential subsidence in the subsoil of “Eden Premier Housing”, Tabasco México.
Oscar Cuanalo Gabriel Polanco
MexicoAn intelligent pattern recognition model to automate the categorisation of pile damage
Silvia García Jessica Romero
MexicoBase material of recycled concrete: Permanent deformation and Resilient modulus properties
Natalia Perez Paul Garnica
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
MexicoExperiences acquired in the use of the seismic flat dilatometer (SDMT) and piezocone (CPTu) for an enhanced site characterization of Mexico City soft clay
José Luis Rangel-Núñez Ivan Rivera-Cruz
Mexico Behavior suction caissons to failure María Guadalupe Olin Efrain Ovando Shelley
MexicoInfluence of Nanosilica on compressive strength of lacustrine soft clays
Silvia García Omar Ramírez
MexicoFoundations analysis in difficult ground conditions for Wind Turbine Generator
Ramses Huicochea Carlos Belli
Morocco INSTABILITE DES ROCHES EVOLUTIVES EJJAAOUANI Houssine EJJAAOUANI Houssine
Morocco INSTABILITY SCALABLE ROCKS EJJAAOUANI Houssine EJJAAOUANI Houssine
MozambiqueBACK ANALYSIS ON LOW VOLUME SEALED ROADS IN MOZAMBIQUE
Rubina Normahomed Luis Fernandes
MozambiquePERFORMANCE MONITORING OF LOW VOLUME SEALED ROADS IN MOZAMBIQUE
Fernandes Luis Rubina Normahomed
MozambiqueDIAPHRAGM WALLS FOR DEEP SHAFTS FOR THE ANCHORAGE OF A SUSPENSION BRIDGE IN AFRICA
Joern Seitz Joern Seitz
Netherland Pile driving in weathered rock Dennis Grotegoed Dennis Grotegoed
NetherlandA grain scale model to predict retention properties of unsaturated soils
Ehsan Nikooee Ehsan Nikooee
NetherlandOn the practical use of the Material Point Method for offshore geotechnical applications
Ronald Brinkgreve Ronald Brinkgreve
Netherland Subsiding ground on soil anchors; a new approach Siebe Dijkstra Jarit De Gijt
Netherland Test loading of quay wall with FEM analysis Jarit De Gijt Jarit De Gijt
NetherlandGeotechnical aspects of sound barrier foundations in the Netherlands
Roel Brouwer Roel Brouwer
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
NetherlandFull scale experiments of directional drilling of waste heat pipes
Suzanne Van Eekelen Suzanne Van Eekelen
Netherland Under-water piled embankments Suzanne Van Eekelen Suzanne Van Eekelen
NetherlandThe development of a coarse sand barrier as an effective measure against piping underneath dikes
André Koelewijn André Koelewijn
Netherland Life cycle monitoring of dikes André Koelewijn André Koelewijn
Netherland The development of a large diameter sampler. Cor Zwanenburg Cor Zwanenburg
New ZelandEstimation of water content and void ratio using CPT for saturated sands: a simple methodology applied in Christchurch soils
Nick Barounis Nick Barounis
New ZelandLiquefaction potential and large deformation properties of Christchurch liquefied sand subjected to undrained cyclic torsional simple shear loading
Gabriele Chiaro Gabriele Chiaro
New ZelandMitigation of damages to residential buildings caused by liquefaction-induced settlement
Rolando Orense Rolando Orense
New ZelandScrew driving sounding method: field testing & numerical simulation
Rolando Orense Rolando Orense
New ZelandNumerical modelling of lateral load-deformation curves for timber poles embedded in stiff clay
Michael Pender Michael Pender
New ZelandGround improvement for liquefaction countermeasure in four Fijian bridges
Ana Pereira Ana Pereira
New ZelandPrecedent-Based Design of Cut Slopes in Airfall Loess Deposits, Port Hills, Christchurch, New Zealand
Laura Pilkington Laura Pilkington
New ZelandThe development of guidelines and continuing professional development in earthquake geotechnical engineering design practice in New Zealand
Charles Price Charles Price
NigeriaProbabilistic model for settlement prediction of cohesive soils in the Niger Delta region of Nigeria
GodfreyTom Jaja Samuel Ejezie
NigeriaModel for prediction of potential instability of riverbanks in the Niger Delta
Beresibo Will Samuel Ejezie
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Norway The 2015 landslide at Sørkjosen, northern Norway Steinar Nordal Jean-Sebastien L'Heureux
NorwayNumerical modelling of the thermal profile of coastal permafrost at Varandey, Russia
Thi Minh Hue Le Thi Minh Hue Le
Norway Norway's national Geotest site project Jean-Sebastien L'Heureux Jean-Sebastien L'Heureux
NorwayEvalutaion of sample disturbance in three Norwegian clays
Priscilla Paniagua Priscilla Paniagua
NorwayBackcalculation of a free vibration test of a small-scale monopole using foundation models for integrated analyses of offshore wind turbines
Ana Page Ana Page
NorwayRole of Remolding Energy in Landslides in Sensitive clays
Vikas Thakur Vikas Thakur
NorwayExperiences from the Technology Enhanced Learning Tools in a Basic Geotechnical Engineering Course
Vikas Thakur Vikas Thakur
NorwayPotential application of satellite data for evaluation of creep calculation of field cases
Samson Degago Samson Degago
NorwayObserved response and FE-analyses of an internally braced excavation in soft clay
Stian Kalstad Stian Kalstad
NorwayComparison between predicted and measured performance of a deep excavation in soft clay in Gothenburg, Sweden
Jenny Langford Jenny Langford
NorwayEffect of storage on sample quality of soft clay sampled with 54 mm steel thin-walled piston tubes
Helene Amundsen Helene Amundsen
NorwayEffects of new technique of large diameter monopile installation in the North Sea
Ivana Anusic Ivana Anusic
Norway Piezoprobe Test Interpretation on Soft Clays FranciscoHernandez-Martinez
FranciscoHernandez-Martinez
NorwayPermanent Rock Anchor capacity reduction caused by cyclic loads
Joar Tistel Joar Tistel
PakistanDynamic Pile Tests and Their Corelation with Static Load Test
Sohail KibriaJunaid / Muhammad
Ahmad / Ali
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
PakistanUse of nano level constitutive model to predict the volume change behavior of the field expansive clay deposits
Sahel Abduljauwad Habib-ur-Rehman Ahmed
PeruComparison of excess pore pressures from undrained cyclic simple shear tests with computed values from similar constant volume tests on dry samples
Guillermo Zavala Guillermo Zavala
PeruGeophysical tests applied to the archaeological research of the Sacred City of Caral ( Lima, Perú )
Jorge Alva Carmen Ortiz
PeruNumerical and experimental study of wetting and drying condition on a geosynthetic clay liner
Mayu Tincopa Abdelmalek Bouazza
PolandInfluence of anisotropic stiffness in numerical analyses of tunneling and excavation problems in stiff soils
Marcin Cudny Marcin Cudny
PolandLandfill slopes reinforcements for adapting the structure into a new development plan: Radiowo landfill case study
Eugeniusz Koda Eugeniusz Koda
PolandLoad-settlement characteristics of piles working in a group
Adam Krasiński Adam Krasiński
PolandEvaluation of creep behaviour of organic soils in a Hollow Cylinder Apparatus
Zbigniew Lechowicz Zbigniew Lechowicz
PolandA new method for evaluation of yield stress in stiff cohesive soils
Mirosław Lipiński Mirosław Lipiński
PolandPerformance of full-scale embankment test on soft organic silt improved with vibro concrete-stone columns in the reclaimed area of existing basin
Oskar Mitrosz Oskar Mitrosz
PolandNewly developed interpretation of DMT test for determination of soil hydraulic conductivity
Simon Rabarijoely Simon Rabarijoely
PolandDesign and performance of road embankment supported on rigid inclusions and a load transfer platform with steel geogrid
Michał Topolnicki Michał Topolnicki
PolandAssessment of load bearing capacity of tailings deposited in a wet disposal dump required for paste deposition
Wojciech Tschuschke Magdalena Wróżyńska
PolandReliability analysis of retaining wall using seismic cone test data
Marek Wyjadłowski Marek Wyjadłowski
Poland Tensile strength of fly ash as a barrier layer KatarzynaZabielska-Adamska
KatarzynaZabielska-Adamska
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
PortugalBearing capacity of shallow impermeable footing in soil under sub-vertical seepage
Francisco Melo Franco Nuno Guerra
Portugal
Diameter effects of large scale monopiles - a theoretical and numerical investigation of the soil-pile interaction response
António Fonseca António Fonseca
PortugalNumerical modelling of static and dynamic pile loading tests
João Camões Lourenço João Camões Lourenço
PortugalRetaining structures and underpinning solutions for three excavations at Rosa Araújo Street, in Lisbon
Alexandre Pinto Alexandre Pinto
PortugalFPM41 high rise building in central Lisbon: innovative solutions for a deep and complex excavation
Alexandre Pinto Alexandre Pinto
PortugalEffects of earthquake-induced liquefaction: integrated researchtools towards optimum reduction of society vulnerability
Paulo Coelho Paulo Coelho
PortugalModelling the influence of soil variability on geotechnical structures
Antonio Pedro Antonio Pedro
PortugalUse of Soft Computing Tools for Condition State Prediction of Cut Soil Slopes
Joaquim Tinoco Joaquim Tinoco
PortugalA coupled numerical–experimental approach for bender-based G0 measurements in geomaterials Ionut Moldovan Ionut Moldovan
Romania Foundation solutions for cereal silos in Romania Sanda Manea Sanda Manea
RomaniaLoad tests on shaft grouted piles fully instrumented. Measurements and interpretation of the tests results
Alexandra Ene Alexandra Ene
RomaniaAnalysis of various constitutive laws for numerical modeling of a diaphragm wall
Loretta Batali Horatiu Popa
RomaniaNumerical analysis and monitoring of a dual cell circular shaft adopted for a 19.5m deep excavation
Cristian Radu Cristian Radu
RomaniaNumerical modelling of piled raft foundations. Modelling particularities and comparison with field measurements
Arpad Szerzo Arpad Szerzo
RussiaAsseessment of slope stability on the basis of soil mass stress state analysis
Andrey Ponomaryov Andrey Ponomaryov
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
RussiaA settlemnt calculation for neighbouring buildings with mitigation measures upon underground construction
Nadezhda Nikiforova Nadezhda Nikiforova
RussiaFailure probability calculation for machine foundations coupled rocking and sliding vibration on soil with random elastic parameters
Mikhail Kholmyansky Mikhail Kholmyansky
RussiaSignificant development of explosive compaction method for sandy foundations
Oleg P. Minaev Oleg P. Minaev
RussiaCalculation models of bearing capacity and deformation of soil foundations with vertical elements reinforced under cyclic loading
Ilizar Mirsayapov Ilizar Mirsayapov
RussiaNew approach to assess the piled foundations bearing capacity associated with the failure behavior of soil in the footings of buildings and structures
Anaida Grigoryan Anaida Grigoryan
RussiaGeotechnical aspects of security for long-operated underground collectors in conditions of weak soils and increasing technogenic influences
Nikolay Perminov Nikolay Perminov
RussiaComparison analysis of pile foundations on the modern and ancient clays
Andrey Ponomaryov Evgeniya Sychkina
RussiaEvaluation of pile bearing capacity in the foundations of existing buildings
Yuri Saenko Alexander Nevzorov
RussiaGeotechnical aspects of the reconstruction of the Moscow Luzhniki Stadium
Rafael Sharafutdinov Rafael Sharafutdinov
RussiaThe transformation of weak saturated soils using piles-drains for improving its mechanical properties
Armen Ter-Martirosyan Vitalii Sidorov
RussiaNumerical simulation of new construction projects and existing buildings and structures taking into account their deformation scheme
Michael Lisyuk Vladimir Ulitsky
SingaporeFactors affecting the stability of large diameter tunnel in improved soil surround
Akanksha / Fook-hou
Tyagi / Lee Akanksha Tyagi
SingaporeEffect of Pile Load Testing Methods - A Case Study in Singapore Old Alluvium Soils
Chepurthy Veeresh Chepurthy Veeresh
SingaporeRemediation Techniques against Liquefaction-Induced Uplift of Manholes
Zhiyong / Siau Chen
ZHANG / CHIAN Siau Chen CHIAN
Singapore Model tests of Installation of suction caisson in clay Jian Chu Jian Chu
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Singapore Mitigation of liquefaction using biogas desaturation Jian Chu Jian Chu
SingaporeImportance of considering variable ground stratigraphy in underground construction
Yuepeng Dong Yuepeng Dong
SingaporeExcess Pore Pressure Generation of Saturated Clean Sands in Cyclic Triaxial Testing
Saizhao / Siau Chen
DU / CHIAN Saizhao DU
SingaporeGround Movement and Pore Pressure Response of Deep Basement Excavation with Respect to Different Geologies in Singapore
Ei Sander Aung Win Mariela Angeles
SingaporeHydraulic Anisotropy Behavior of Soil with Unimodal and Bimodal Soil-water Characteristic Curve
Harianto Rahardjo Harianto Rahardjo
SingaporeMonopile Subject to Repeated Lateral Load in Normally Consolidated Soft Clay
C F Leung C F Leung
SingaporeEstimation of bedrock locations using average shear wave velocity based approach
Sung-woo Moon Taeseo Ku
SingaporeDesign and Construction of Pipe Box Tunnels for Sentosa Gateway Tunnel in Singapore
Tiong Guan Ng Tiong Guan Ng
SingaporeTime Domain Analysis of Shear Wave Signals For Artificially Cemented Soil
Qasim Khan Taeseo Ku
SingaporeStability of rock slopes with stabilizing piles in fractured and saturated rock masses using kinematic approach
Changbing / Siau Chen
QIN / CHIAN Changbing QIN
SingaporePrediction of critical distance for tunneling with water-filled cavity ahead of tunnel face
Changbing / Siau Chen
QIN / CHIAN Changbing QIN
SingaporeSmall strain stiffness characterization of Singapore marine clay with sand
Sathva Subramanian Taeseo Ku
SingaporeVibro replacment stone columns for large steel storage tanks in Vietnam
Selvaganesh Selvaraju Selvaganesh Selvaraju
SingaporeField Performance of Twin Bored Tunnelling in Different Geological Conditions - Construction of MRT Downtown Line 3 in Singapore
Thiri Subramanian Zhang Yunhuo
SingaporeSmall Strain Shear Modulus of High Cement-Admixed Marine Clay with Fibers
Xiao Huawen Xiao Huawen
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
SloveniaActual performance of geotechnical structures accessible in GEOTAC database.
Mojca Ravnikar Turk Mojca Ravnikar Turk
SloveniaDesign Capacity of Partially Plugged Piles at Port of Koper
Vojkan Jovičić Vojkan Jovičić
SloveniaLaboratory testing of pavement structure by traffic load simulation
Samo Peter Medved Stanislav Lenart
SloveniaRheological properties of marine sediments and their flow properties in a pseudoplastic regime
Matej Maček Jasna Smolar
South AfricaEffect of particle size distribution on the limiting compression curve of angular silica sand.
Abideen Toba Owolabi Luis Alberto] Torres-Cruz]
South AfricaESTIMATION OF INSITU DENSITY OF SOLID WASTE LANDFILL SITES
Felix Okonta None None
South AfricaThe shear strength of compacted municipal solid waste (MSW)
Felix Okonta None None
South AfricaInvestigation of Shear Strength Characterestics of sand reinforced with recycled plastic waste
Lita Nolutshunga Denis Kalumba
South AfricaDesign considerations for optimum support system components of a hydropower tunnel- a case study of Karuma (600MW) hydropower dam in Uganda.
Joan Ongodia Denis Kalumba
South AfricaExperiential Investigation on stregth propoerties of plastic polyethylene-reinforced sand under triaxial compression.
Paul Wanyama Denis Kalumba
South AfricaVariation of steady state parameters within an iron ore tailings storage facility.
Priscilla Garvey Luis Alberto] Torres-Cruz]
South AfricaRock mass stiffness from large diameter plate load and CSW tests
Nico Vermeulen Jacobus Breyl
South AfricaThe effects of moisture ingress on axial loads in soil nails.
Massyn Harmse SW Jacobsz
South East AsiaSoil-pile rows interaction under seismic transverse lateral load
Rigoberto Rivera Rigoberto Rivera
South East AsiaExperimental study on reinforcement of existing bridge pile foundations using sheet pile wall
Tatasunori Matsumoto Tatasunori Matsumoto
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
South East AsiaTwo special underground railway stations 40 years apart
John Endicott John Endicott
South East AsiaPiles and piled raft foundations analyses for Surface Paradise, Gold Coast sub-soil conditions
ERWIN Y.N OH ERWIN Y.N OH
South East AsiaA simplified analysis of mega strip foundation on piles subjected to horizontal earthquake
Der-Wen Chang Der-Wen Chang
South East AsiaComparison between the tensile behaviors of rock-socketed barrette and drilled shaf
San-Shyan Lin San-Shyan Lin
South East AsiaCoupled analysis of seepage and stress-strain field of Daxigo tailings dam
Dantong Lin Liming Hu
South East AsiaLand subsidence due to groundwater overdraft in Wuxi, China
Lei Zhao Greg You
South East AsiaSolidification of Oil-Contaminated Kaolin with Cement and Sand Addition: Strength Improvement Monitoring with Geo-EM Measurements
Chee-Ming Chan Chee-Ming Chan
SpainCorrelation between the boring parameters at “in situ” piles and their beaming capacity
Carlos S. Oteo Carlos S. Oteo
SpainA simple model on the rock deformability in hydraulic tunnels
Carlos S. Oteo Carlos S. Oteo
SpainCEDEX Track Box as an experimental tool to test railway tracks at 1:1 scale
Jose Estaire Jose Estaire
SpainThermo-mechanical behavior of an experimental precast concrete pile.
FernandoPardo de Santayana
FernandoPardo de Santayana
SpainTime-dependent settlements for 3-D scenarios with partially penetrating and regularly distributed vertical strip drains
Ivan Alhama-Manteca Gonzalo García-Ros
Spain Mularroya dam: dam core analysis Antonio Soriano-Martínez Antonio Soriano-Martínez
SpainHeave of a building founded on Keuper anhydritic formation
Anna Ramon Anna Ramon
SpainA new re-usable shallow foundation for light loads: observations and analysis
Dani Tarragó Antonio Gens
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
Spain Backanalysis of preloading Cristian de Santos Antonio Gens
SpainDEM analysis of thermo-mechanical problems in baled municipal solid waste storage
Matteo Ciantia Marcos Arroyo
SpainInfluence of geotextile encasement in triaxial tests on gravel for stone columns
César Sagaseta Almudena Da Costa
SpainTunnel face stability in heterogeneous soils considering partial collapse: the case of Madrid´s Metro system.
Salvador Senent Salvador Senent
Sri LankaImproving soils of low CBR with fly ash for road applications
Nawagamuwa U.P Nawagamuwa U.P
Sri LankaStrength, deformation and permeability characteristics of soil-cement-bentonite slurry cut off materials
De Silva L.I.N. De Silva L.I.N.
Sri LankaMechanical properties of bentonite-sand composite material used as a buffer material of nuclear waste repository
Janaka J. Kumara Janaka J. Kumara
Sri LankaImprovement of Sri Lankan Peaty Clay using the Gravel Compaction Pile Method for the Construction of a Highway Embankment
Asiri Karunawardena Asiri Karunawardena
SudanA Unified SPT-CPT Correlation Relationship For Some Sudanese Soils
Abdulkarim Zein Abdulkatim Zein
SudanThe Effect of Installation Procedures and Constitutive Laws for Numerical Simulation of Closed Face Tunneling
Hussain Elarabi Hussain Elarabi
SudanUnconfined Compression Strength of Compacted Swelling Clays from Sudan
Ahmed Elsharief ahmed Elsharief
SudanRehabilitation and Renovation of a Cracked Building in Sudan
Mohamed Osman Mohamed Osman
SwedenA laboratory study of the change of strength and moduli of soft clays when subjected to repeated cyclic loading
Wilhelm Rankka Wilhelm Rankka
SwedenA structured approach to disaster risk reduction and emergency management – governmental practice in Sweden
HanneSofie Pedersen HanneSofie Pedersen
SwedenSome experiences of construction methods of roads and rail roads on peat ground in Sweden
Bo Vesterberg Bo Vesterberg
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
SwedenStability of the genetic algorithm in soil parameter identification for an earth- and rockfill dam
Jasmina Toromanovic Jasmina Toromanovic
SwedenNumerical analysis of the mechanical behaviour of light embankment piling
Per Gunnvard Per Gunnvard
SwedenReliability analysis of dynamic pile testing for drilled end-bearing pipe-piles in groups
Jimmie Andersson Jimmie Andersson
Sweden GeoBIM - a tool for optimal geotechnical design Mats Svensson Mats Svensson
Sweden Comparison between different types of vane shear test Charlotte Andersson Charlotte Andersson
SwedenMatrix of Competences - a common ground for communication
Gunilla Franzén Gunilla Franzén
SwedenClay/water mixture by use of nano-sized water droplets “dry-water”
Sven Knutsson Sven Knutsson
Sweden Optimizing the geotechnical investigation Anders Prästings Anders Prästings
Sweden Underwater Resonance Compaction of Hydraulic Fill Rainer Massarsch Rainer Massarsch
SwitzerlandDelayed failure of an underwater excavation: centrifuge and numerical modelling
Roberto Schuerch Roberto Schuerch
SwitzerlandOverturning resistance of single mast foundations for ski lifts under eccentric lateral loading
Reto Schnellmann Reto Schnellmann
SyriaA Comparison of Numerical Simulation Models to Determine the Location of Neutral Plane
Talal Awwad Talal Awwad
TajikistanExperience of consolidation of lossial collapsible soils on landslide slopes energy of deep explosions
Rustam Usmanov Rustam Usmanov
ThailandThe failure of road embankment along the irrigation canal in the soft clay subsoil from prolong drought
Suttisak Soralump Suttisak Soralump
ThailandSilica Sand Behavior Under Repeated Liquefaction in Cyclic Triaxial Tests
Jirat TEPARAKSA Jirat TEPARAKSA
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
TunisiaDynamic numerical assessment of cargo liquefaction under the swell effect
Imen SAID Imen SAID
TunisiaDensification and stiffening effects of stone columns in liquefaction analysis
Wissem Frikha Wissem Frikha
TunisiaDesign and Follow up of 25 m Depth Nailed Diaphragm Wall
Mounir Bouassida Mounir Bouassida
Tunisia Initial shear modulus of Tunis soft soils Lamia Touiti Bouebdellah Lamia Touiti Bouebdellah
TurkeyEVALUATION OF LIQUEFACTION SUSCEPTIBILITY BASED ON PEAK DILANTANCY AND PARTICLE SHAPE CHARACTERISTICS
Ozer Cinicioglu Ozer Cinicioglu
TurkeyRainfall threshold to trigger landslides in unsaturated soils: A laboratory model study
Nejan Huvaj Nejan Huvaj
TurkeyResistance demand against lateral spreading at the embankment base
Safiye Feyza Cinicioglu Safiye Feyza Cinicioglu
TurkeyEFFECTS OF ADDING ANIONIC POLYMER TO GCLs TREATED WITH CHEMICAL SOLUTIONS
Hakki O. Ozhan Hakki O. Ozhan
TurkeyThe physico-chemical characterization of fresh and aged municipal solid wastes in different compositions
Yeliz Yükselen Aksoy Hasan Firat Pulat
Turkey
Design and commissioning of a novel large scale multi-sectional cyclic shear box for evaluating the lateral dynamic response of geosynthetic encased granular columns
Cihan Cengiz Cihan Cengiz
TurkeyShaking table test of model pile foundations in saturated sand
Yesim S. Unsever Yuksekol Yesim S. Unsever Yuksekol
TurkeyInfluence of a New Kinematic Hardening Interpolation Rule on the Dynamic Behavior of Cohesive Soils within Generalized Plasticity Framework
M. B. Can Ulker M. B. Can Ulker
TurkeySoil Improvement Applications in Seaport Project - A Case Study
Berkay Koçak Natalia Rucinska
TurkeyLarge size-large displacement residual direct shear test device development
Gokhan Baykal Gokhan Baykal
Turkey Stress Strain Behavior of Cement-Fiber Treated Sands Ayfer Erken Ayfer Erken
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
UKStress-strain models for geo structural design using laboratory databases of fine-grained materials
Mair Beesley Paul Vardanega
UKSmoothed particle hydrodynamics modelling of an experimental debris flow
Caitlin Chalk Caitlin Chalk
UK Stress strain characteristics and modelling London clay Apollonia Gasparre Apollonia Gasparre
UKParticle soil crushing: passive detection and interpretation
Erdin Ibraim Erdin Ibraim
UKAdvanced laboratory characterization of a fine marine sand from Dunkirk, France
Liu Tingfa Richard Jardine
UKEvolution of elastic properties of granular soils under very large number of multiaxial stress cycles
Alessandro Mandolini Alessandro Mandolini
UKInfluence of fine fraction on breakage of binary granular soil
Sadegh Nadimi Sadegh Nadimi
UKMinimising base heave from deep excavations in soft soil conditions using underwater construction methods
Jignasha Panchal, J. Jignasha Panchal, J.
UKStone column behaviour modelled using the discrete element method
Palak Shukla Palak Shukla
UKHigh speed and high resolution geotechnical limit analysis solutions using Discontinuity Layout Optimization
Colin Smith Colin Smith
UKUse of digital image correlation to directly derive soil stress-strain response from physical model test data
Colin Smith Colin Smith
UKEffects of moisture content migration and strength variation on bearing capacity of unsaturated sand
Colin Smith Colin Smith
UKQuantifying acid-soluble sulfates in geological materials: a comparative study of the British Standard gravimetric method with ICP-OES/AES
Thomas St John Thomas St John
UKDeveloping a new pullout test device to evaluate the interaction mechanism between soil and geogrid by using a transparent soil and laser aided
Alireza Tatari Alireza Tatari
UKComparison of monopile and jacket foundations in offshore wind farms
Larry Highton Nicholas Hytiris
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
UK Soil nail testing - a review Chris Bridges Chris Bridges
UKPredicting the behaviour of non-circular curved-in-plan retaining walls using the trial load method
Daniel Gilmore Daniel Gilmore
UKMeasuring the density of slurries and grouts using a pycnometer
Carlos Lam Stephan Jefferis
UKNumerical shakedown and non-shakedown responses of a Tresca half-space to a three-dimensional moving load
Shu Liu Dariusz Wanatowski
UKA simplified method to predict the stiffness of a rigid circular surface footing in non-homogeneous elastic soils under combined loading
Stephen Suryasentana Stephen Suryasentana
UKDeterioration of geotechnical infrastructure: the influence of asset aging through environmental cycling
Ross Stirling Ross Stirling
UKDelivering sustainable urban landslide mitigation in tropical developing countries: modelling dynamic drivers and uncertain soil parameters
Mair Beesley Paul Vardanega
UKNovel approaches to the quantification of the vegetation effects on soil strength
Slobodan Mickovski Slobodan Mickovski
UKEmbedding technology to support the development of problem-solving skills in geotechnical design students
Mickovski, S. Mickovski, S. Slobodan Mickovski
UKRisk mitigation for a 19th century railway tunnel experiencing movement following track renewal works on London Underground’s railway infrastructure
Vincent Nyambayo Vincent Nyambayo
UKExperimental study of microbial induced calcite precipitation (MICP) process in a porous micromodel representing sandy soil matrix
Yuze Wang Kenichi Soga
UKModelling complex geo-materials behaviour implementing an evolutionary approach
Alireza Ahangar Alireza Ahangar
UK Settlement analysis of floating stone columns Wisam Al-Ani Wisam Al-Ani
UKCEN/TC189 and ISO/TC221 - The importance of European and International standards and current work
Stephen Corbet Stephen Corbet
UKThe use of polymeric geogrids with light weight aggregate fill
Chaido Doulala-Rigby Chaido Doulala-Rigby
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
UKWhy do we persist with some laboratory tests when better ones exist?
John Powell John Powell
UKUse of artificial neural networks to analyse tunnelling-induced ground movements obtained from geotechnical centrifuge testing
Andrea Franza Andrea Franza
UKThe influence of pile inclination on tunnel-induced displacements of capped pile groups
Andrea Franza Andrea Franza
UKPreservation of foundation systems during electrification of the Edinburgh-Glasgow Improvement Programme (EGIP)
Manuel Neves Manuel Neves
UKComparison of practical pile design methods with negative skin friction
Simone Guasti Manuel Neves
UKStatic and seismic stability assessments of reservoirs’ masonry retaining walls
Manuel Neves Manuel Neves
UKStability assessment and remedial measures in granitic residual soils of the Covilha region
Manuel Neves Manuel Neves
UKThe reinforcing effects of Forepoling Umbrella System in soft soil tunnelling
Binh Thanh Le Binh Thanh Le
UKPhysical modelling of Expanded Polystyrene (EPS) in a railway drainage system
Ali Tasalloti Ali Tasalloti
UKCentrifuge modelling of the initiation of cracks in a clay liner subjected to differential settlement with and without overburden pressure.
Talia da Silva Talia da Silva
UKDevelopment of a soil-interface device for cyclic and large deformation shearing
Mir Amid Hashemi Mir Amid Hashemi
UKUndrained capacity of suction caissons subject to horizontal loading using finite element limit analysis
Helen P. Dunne Dunne Helen P. Dunne Dunne
UKThe Grand Istanbul Tunnel: geotechnical lessons from the Eurasia Tunnel
Alexis Rose Alexis Rose
UKThe simulation of geogrid-stabilised soil by finite element analysis
Andrew Lees Andrew Lees
UkraineInnovative design and technological solutions and test method for pile supports with increased bearing capacity
Michael Doubrovsky Michael Doubrovsky
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
UkraineInnovative projects in difficult soil conditions using artificial foundation and base, arranged without soil excavation
Yuriy Vynnykov Yuriy Vynnykov
USAEffective Stress Analysis of Undrained Compression of Unsaturated Soils
John McCartney John McCartney
USANumerical analysis of pressure leak-off response during hydraulic fracturing within naturally fractured
D.-J. Youn Vaughn Griffiths
USAVariability in Recompression Index from One-Dimensional Consolidation Tests
Omer Bilgin Omer Bilgin
USAPerformance of long drilled shafts with enlarged base in soft soil: field load test and numerical analysis
Zhe Luo Zhe Luo
USAIdentifying contractive soils by CPT material index for flow liquefaction concerns
Paul Mayne Paul Mayne
USACohesionless soil fabric behavior at low confining pressures
Katherine Winters Katherine Winters
USAMicroseismic-induced fatigue failure of soil foundations and structures
Erin Simpson Erin Simpson
USA Aging or contact maturing in silica sand Radoslaw Michalowski Radoslaw Michalowski
USANumber of equivalent strain cycles for active tectonic and stable continental regions
Jongwon Lee Jongwon Lee
USAEffect of soil-cement reinforcement panels in seismic ground improvement of soft soil sites
Binod Tiwari Binod Tiwari
USAEffect of post-earthquake rainfall in triggering landslides
Binod Tiwari Binod Tiwari
USASlope Stability Analysis Subjected to Seepage Using Finite Element Method
I-Hsuan Ho I-Hsuan Ho
USAUse of activation and accumulated Energies to understand the post-cyclic behavior of fine-grained soils
Beena Ajmera Beena Ajmera
USAStatic and dynamic properties of weak clays mixed with discarded crumb rubber tires
Beena Ajmera Beena Ajmera
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
USAStress-path triaxial tests for a deep open-cut excavation
Jeong-Yun Won Jeong-Yun Won
USAEvaluation of undrained shear strength of soft soils using CPT and VST technologies
Mehmet Tumay Mehmet Tumay
USAUplift of round shaft single-helix screw-piles in sand and clay for ground mount solar panel systems
Alan Lutenegger Alan Lutenegger
USARemediation of liquefaction effects for a dam using soil-cement-grids: Centrifuge and numerical modeling
Ross Boulanger Ross Boulanger
USARelative Efficacy of CPT- versus Vs-based Simplified Liquefaction Evaluation Procedures
Russell Green Russell Green
USAComparison of Load Test Data and Traditional Estimation Methods for Rigid Inclusion Frictional Resistance in Clays
Kyle Shatzer Kyle Shatzer
USAAn analysis procedure to study dynamic fully-coupled hydro-mechanical behavior of unsaturated soils: theory and validation
Kanthasamy Muraleetharan Bo Zhang
USAScour Mitigation using Microbial Induced Calcite Precipitation
Jinung Do Jinung Do
USA Links between CPTu and DMT in soft-firm clays Paul Mayne Paul Mayne
USAHydro-mechanical analysis during fluid injection into a geologic formation and implications for CO2 geologic storage
Seunghee Kim Seunghee Kim
USA Rock crushing using microwave pre-treatment Seunghee Kim Seunghee Kim
USAGrain and Floc Size Distribution Analysis of Fine Coal Refuse Slurries
Angelica Palomino Angelica Palomino
USAInvestigation of Stability of Soil Arching under Surface Loading using Trapdoor Model Tests
Jie Han Jie Han
USACentrifuge modeling of seismic behavior of pile groups in improved and unimproved soft clay
Gerald Miller Amirata Taghavi
USAAugmentation of landslide susceptibility map using a catastrophic failure model
Sihyun Kim Sihyun Kim
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
USA Emissions of trace gases from landfills Nazli Yesiller Nazli Yesiller
USACompaction and durability characteristics of polymer modified soils
James Hanson James Hanson
USAGeomechanical properties through image analysis and corner preserving clumps in discrete element methods
Junxing Zheng Roman Hryciw
USAEngineered Transition Zone for Enhanced Heat Transfer in Energy Pile Foundations
Fikret Atalay Fikret Atalay
USANumerical comparison of vane shear and torsional interface shear tests
Alejandro Martinez Alejandro Martinez
USABiologically-inspired insights into soil arching and tunnel stability from the topology of ant nests
David Frost David Frost
USAA New Technology to Decontaminated Sediments using Ultrasound with Nano Ozone Bubbles
Jay Meegoda Jay Meegoda
USARemediation of Chromite Ore Processing Residues- Waste to a Construction Material
Jay Meegoda Jay Meegoda
USAUse of Remote-Sensing Deformation Monitoring for the Assessment of Levee Section Performance Limit State
Victoria Bennett Victoria Bennett
USAEvaluation of Lateral Stress Ratio (Kr/Ka) for Geosynthetic Strip Reinforcements in Mechanically Stabilized Earth Walls
Keith Brabrant Robert Lozano
USACPT-based liquefaction screening: effect of non-plastic silt content
Sabanayagam Thevanayagam Sabanayagam Thevanayagam
USAImplementing the ASCE "Geo-Challenge" Activity into a Geotechnical Engineering Design Course
Gregg Biegel Gregg Biegel
USAGeotechnical Experience Gained through Internships - Reflections by Students and Employers
Gregg Biegel Gregg Biegel
USAResponse surfaces for probabilistic analyses of slope stability
Daniel VandenBerge Daniel VandenBerge
USADiscrete Element Modeling of Hydraulic Fracturing in Granite
Ingrid Tomac Ingrid Tomac
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
USASeismic site response of shallow soil sites in moderate seismicity regions
Menzer Pehlivan Menzer Pehlivan
USAModeling single piles subjected to large number of lateral load cycles
Miguel Pando Miguel Pando
USAEffectiveness of Vertical Drains for Liquefaction Mitigation Based on Large-Scale Laminar Box Testing
Kyle Rollilns Kyle Rollilns
USASelf-Equilibration of Bio-cementation Soil Improvement in Heterogeneous Soils
Jason DeJong Jason DeJong
USAPV Drains, Lime Columns, Dynamic Compaction, and Pile Supported Embankments: Early Case Histories and Recent Developments
Robert Holtz Robert Holtz
USAEffect of fines content on geomechanical behavior of layered gas hydrate-bearing sediments
Shun Uchida Shun Uchida
USAImpacts of pore water distribution in soils on elastic wave characteristics
Jongchan Kim Sheng Dai
USAInvestigating Nonlinear Modulus-Moisture-Density Correlations for Compacted Subgrade Soils
Soheil Nazarian Soheil Nazarian
USATowards improving damping characterization for site response: Case studies using the KiK-Net database
Ashly Cabas Ashly Cabas
USAAnalysis of Geotechnical Structures Subject to Pulse-Like Motions
Adrian Rodriguez-Marek Adrian Rodriguez-Marek
USA
GeoTechTools: Geo-construction information and technology selection guidance for project planning, development, delivery and improved infrastructure performance
Vernon Schaefer Vernon Schaefer
USAA Novel Experimental Approach to Characterize Soil-Reinforcement Composite Interaction
Jorge Zornberg Jorge Zornberg
USATesting and analysis of pullout coefficient of interaction (f*) for polymeric strip reinforcement used in mechanically stabilized earth walls
Robert Lozano Robert Lozano
USAComparison of analytical and numerical designs of suction anchors in deepwater clay
Young Jai Choi Young Jai Choi
USAEffect of variable distribution and cross-correlations in reliability-based design of shallow wind turbine foundations
Jomâa Ben Hassine Jomâa Ben Hassine
Abstract List for 19th ICSMGE
First Name Last Name First Name Last NameCorresponding Author
Country Abstract TitlePresenting Author
USAInfluence of tube sampling disturbance on small strain shear modulus and undrained shear behavior of synthetic intermediate soils
William Lukas Don DeGroot
UzbekistanAlternative concepts of the theory of strength of sandy soil
Zokhir Khasanov Zokhir Khasanov
UzbekistanFoundations on artificial bases stabilized by vertical armo – elements (VAE) with a seismic-protective damping layer
Zokhir Khasanov Zokhir Khasanov
UzbekistanThe influence of the deformation anisotropy in the calculation of settlements of foundations
Kseniya Pavlyuk Zohir Khasanov
UzbekistanThe analysis of the foundations vibrations on wave models in general case of dynamic loading
Leonid V. Nuzhdin Leonid V. Nuzhdin
Veitnam Prediction of bearing capacity of single pile using FEM Long Phung Duc Long Phung Duc
VeitnamProblems of Evaluating the Multi-Level Bidirectional Test Results of the Large Diameter Bored Pile in Mekong Delta
Long Phung Duc Hai Nguyen