Abstract List for 19th ICSMGE Presenting Author ... of accepted abstracts for 19th... · Mikhaylova...

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


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




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




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




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




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




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




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




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




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




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




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




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


Sensitivity of soil structure interaction for NPP footing bottom on static and seismic loading

Ivan Vaníček Martin Vaníček


Experimental characterization of swelling properties, retention properties and microstructure of the Czech B75 bentonite

Haiquan Sun David Mašín


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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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




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


UKEffects of moisture content migration and strength variation on bearing capacity of unsaturated sand


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




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




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


UKStability assessment and remedial measures in granitic residual soils of the Covilha region


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




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




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




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




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




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

Abstract List for 19th ICSMGE Presenting Author ... of accepted abstracts for 19th... · Mikhaylova...

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