CPT Tool 3.2 gINT Add-In
Transcript of CPT Tool 3.2 gINT Add-In
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Extend querying power with the most user-definable CPT software available.
More ways to interpret data
Rich-data presentation with more than 600 customisable log, fence, graph and cross section reports.
• User-defined correlation formulas
• Preconfigured soil parameters
• Soil behaviour type correlations
• Preconfigured liquefaction correlations
• Pile axial capacity and shallow foundation settlement
• Dissipation test analysis
• Seismic cone presentation
• Choose SI (Metric), USCS (English) or configure the units to suit your needs
• Begemann Mechanical CPT
• Magnetometer cone derivations and presentation
CPT Tool 3.2 is proven third-generation software that puts you in control with code-free report definition, formula creation tools and a library of preconfigured calculations unrivalled in cone penetration testing that can be written to the database for presentation in a range of customisable reporting formats.
Multi-format file import Import CPT data files from numerous formats and fast
import into SQL Server.
Data accuracy Adjust measured data after importation with data
correction tool.
High-volume data processing The power of multi-threaded calculation with support
for Access and SQL Server database formats.
Centralised data Storage Store all your CPT and dissipation test data securely in a
single database for longevity and straightforward reuse.
Define your own CPT reports extracting the right information every time across projects and sites.
CPT Tool 3.2 gINT Add-In
Formula Configuration1
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FIGURE NoPROJECT No
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DATEDRAWNTITLE
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21/02/2012
21/02/2012Client 1
Engineer 1Somewhere
CPT Tool ProjectRobertson 1990 Qt vs. Fr - CPT 02
METHOD: Robertson 19901 - Sensitive, fine grained
2 - Organic soil - peats
3 - Clays - clay to silty clay
4 - Silt mixtures - clayey silt to silty clay
5 - Sand mixtures - silty sand to sandy silt
6 - Sands - clean sand to silty sand
7 - Gravelly sand to sand
8 - Very stiff sand to clayey sand
9 - Very stiff fine grained
SBT graph
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CPT 00CPT 01CPT 02CPT 03CPT 04
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Cone Resistance, qc (MPa) or Total Cone Resistance, qt (MPa)
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FIGURE NoPROJECT No
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DATEDRAWNTITLE
123456
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27/10/2009
CB
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CPT Tool ProjectCone Resistance versus Elevation
1
CPT QC QT VS ELEVATION Colour Graph Report
Import FormatsThe Datgel CPT Tool natively supports a range of common CPT data file formats. Where applicable the CPT Tool also imports dissipation test data.
Users can customise the gINT import correspondence files to control which field and table data imports to.
Choose to import 1 file, multiple files or a folder of files.
Datgel Import Engine imports data into an SQL Server database in seconds instead of minutes to hours with gINT.
Supported import file formats include:
• Access• AGS 3.1, AGS 3.1 RTA 1.1 and AGS4• A.P. van den Berg Gorilla!• ConeTec (COR)• Datem Neptune (CDF)• Douglas Partners• GEF 1.1.0 and 1.0.0• Geo-Explorer (CSV) and V2• Geomil PlotCPT• gINT Excel• gINT CSV• Gregg Drilling (COR)• Hogentogler (CPD) • Pagani (CPT, DAT, CPTU-ACQ, TGSA08)• ProbeDrill• Simple Delimited Depth qc fs u• Swedish Geotechnical Data
Format (SGF) • Vertek (ECP)
Soil Behaviour Type The CPT Tool is supplied with seven soil behaviour type (SBT) interpretation methods:
• Begemann (1965)• Eslami and Fellenius (1997)• Ramsey (2002)• Robertson (1990)• Robertson, Campanella, Gillespie
and Greig (1986) • Schmertmann (1978)• Schneider, Randolph, Mayne and
Ramsey (2008)
Additional methods may be defined by users and stored in the library or project file - for site specific correlations.
The SBT can be summarised onto your existing borehole description lithology/stratigraphy table.
Your existing material graphic code can be associated with each SBT number, geotechnically insignificant layers may be excluded, and thin layers of the same type (fine/coarse) can be appended together.
Soil Behaviour Type Index
• Been and Jefferies (1992)• Jefferies and Davies (1993)• Robertson and Wride (1998)• Robertson (2010)
General features• Multi threaded calculation• Support for gINT Access and SQL
Server database formats• Filtering of rod changes• Depth correction due to inclination • User definable units allowing for
SI (Metric) and USCS (English) unit systems
• Design line• Options for Friction Ratio calculation• Mechanical cone derivations• CPT Compaction Boxes
Derived Parameters• Corrected sleeve friction, ft • Corrected total cone resistance, qt• Differential pore pressure
ratio, DPPR • Dimensionless penetration
resistance, Qt(1-Bq)+1• Effective cone resistance, qe• Excess pore pressure, Δu• Friction ratio, Rf • In situ effective vertical stress, σvo’• In situ total vertical stress, σvo • Net cone resistance, qn • Normalised cone resistance, Qt • Normalised excess pore pressure• Normalised friction ratio, Fr • Penetration Rate • Pore pressure ratio, Bq • Stress Normalised Cone
Resistance, qt1
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PointID
CPT 00CPT 01CPT 02
Method: Baldi et al. (1986) and Al-Homoud and Wehr (2006) Jamiolkowski et al. (2001) Kulhawy and Mayne (1990)
Relative Density, Dr (%)
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FIGURE NoPROJECT No
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DATEDRAWNTITLE
2.04
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4/05/2010
PMW
PMW
4/05/2010CPT ClientSomewhere
CPT Tool ProjectRelative Density versus Elevation
CPT Dr Depth graph with 3 correlations
1.25 2.50 3.750 5FRICTION RATIO, Rf (%)
2 4 60 8
SLEEVE FRICTION, fs (kPa)
125 250 3750 500
CONE RESISTENCE, qc (MPa)12.5 25.0 37.50 50
Hole ID
SHEET : 1 OF 1STATUS : 1DATE : 11/12/08
CPT 01
CHECKED BY : B. SmithCHECKED DATE : 02/06/2009APPROVED BY : C. DoeAPPROVED DATE : 02/06/2009
REMARKA general remark.
RIG : Crawler 1no anchoringCONE TYPE : C+F+W2CONE ID : S15CFIIP.D76OPERATOR : Operator A
CLIENT : CPT ClientENGINEER : CPT EngineerPROJECT : CPT Tool ProjectLOCATION : Somewhere WorldPROJECT No. : ABC
CPT LOG
AREA : Area 1EASTING : 247985.8 mNORTHING : 1267342.9 mCOORD. SYS.: MGA94 56ELEVATION : 10.23 m AHD
Dep
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Design Line
CPT Measured Parameters
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1 - Sensitive, fine grained
2 - Organic soil - peats
3 - Clays - clay to silty clay
4 - Silt mixtures - clayey silt to silty clay
5 - Sand mixtures - silty sand to sandy silt
7 - Gravelly sand to sand
8 - Very stiff sand to clayey sand
9 - Very stiff fine grained6 - Sands - clean sand to silty sand
METHOD: Robertson 1990
0 1.5 3 4.5 6
Friction Ratio, Rf (%)Corrected Cone Resistance, qt (MPa)
0 10 20 30 40
PointID 1SHEET: 1 OF 1
CLIENT : CPT ClientENGINEER : ABC EngineeringPROJECT : CPT Tool ProjectLOCATION : SomewherePROJECT No. : 2.10
COMPARISON CPT LOGPointID 2
CPT 05STATUS : 2DATE : 23/12/09AREA : PlaceLAYER :EASTING : 248139.6 mNORTHING : 1267426.3 mELEVATION : 1.51 m AHD
CPT 04STATUS :DATE : 12/11/08AREA : PlaceLAYER :EASTING : 248114.9 mNORTHING : 1267400.2 mELEVATION : 1.20 m AHD
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SOIL BEHAVIOUR TYPE:Robertson 1990 Extrapolated
1 2 3 4 5 6 7 8 9
SOIL BEHAVIOUR TYPE:Robertson 1990 Extrapolated
1 2 3 4 5 6 7 8 9
qt Strata Average
qt Moving Average Over 0.5 mqt Stepped Average Over 1 m
Comparison Log Report
CPT LogsA range of sophisticated log reports are included. All reports include options to:
• Control plot scales in numerous ways; either set minimum and maximum values, or have the Tool automatically find the maximum value in a PointID or Project and round up to the nearest number e.g. 5 or 10
• Easily define line and data marker types, colours and thickness from INPUT
• Control number of major divisions on log plots
• Display of design lines• Display lines across the log identifying sea
water level, seabed level, natural/original level below a reclamation
• Control number of metres per page• Display qc or qt moving average, stepped
average, and strata average
Dynamic Log Reports for Analysis
• A4, A3, Letter and 11x17 paper sizes• At output time, select up to 10 columns to
display on the logs, and optionally define the column widths
Comparison Logs for Ground Improvement
• Display two CPT PointIDs on one log report with data related by elevation
• Applicable to ground improvement and reclamation projects
Fixed Log Reports for Mass Production
• A4, A3, Letter and 11x17 paper sizes
Undrained Shear Strength Method:1. su = (qt·103 - vo)/Nkt; or (qc·103 - vo)/Nk2. su = (qt·103)/Nkt; or (qc·103)/Nk3. Wroth (1984)4. Trak et al. (1980), Terzaghi et al. (1996)
Overconsolidation Ratio Method:1. Mayne (1995); Demers & Leroueil (2002)2. Chen & Mayne (1996)3. Mayne (2005)4. Robertson (2009)5. Mayne (2005)6. Mayne (2007)
Relative Density Method:1. Baldi et al. (1986); Al-Homoud & Wehr (2006)2. Jamiolkowski et al. (2001)3. Kulhawy & Mayne (1990)
CPT 05
CPT LOG
SHEET : 1 OF 1STATUS : 2DATE : 23/12/2009
AREA : PlaceEASTING : 248139.6 mNORTHING : 1267426.3 mCOORD. SYS. : MGA94 56ELEVATION : 1.51 m AHD
CLIENT : CPT ClientENGINEER : ABC EngineeringPROJECT : CPT Tool ProjectLOCATION : SomewherePROJECT No. : 2.10
A general remark.REMARKRIG : no anchoring
CONE TYPE : C+F+W2CONE ID : S15CFIIP.D76OPERATOR : Operator A
CHECKED BY : B. SmithCHECKED DATE : 06/02/2009APPROVED BY : C. DoeAPPROVED DATE : 06/02/2009
PointID
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DissipationTest
Design Line
1 - Sensitive, fine grained
2 - Organic soil - peats
3 - Clays - clay to silty clay
4 - Silt mixtures - clayey silt to silty clay
5 - Sand mixtures - silty sand to sandy silt
7 - Gravelly sand to sand
8 - Very stiff sand to clayey sand
9 - Very stiff fine grained6 - Sands - clean sand to silty sand
METHOD: Robertson 1990qt Moving Average Over 0.5 mqt Stepped Average Over 1 mqt Strata Average
-300 9000 300 600
In Situ Pore Pressure, u0 (kPa)
Porewater Pressure, u2 (kPa)5
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25 50 750 100
Overconsolidation Ratio, OCR
1 1
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32
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Undrained Shear Strength, su (kPa)
25 50 750 100
Relative Density, Dr (%)
1 32
-0.6 -0.1 0.4 0.9 1.4
Pore Pressure Ratio, Bq
0 1.5 3 4.5 6
Friction Ratio, Rf (%)0 10 20 30
1 2 30
0 400Sleeve Friction Resistance, fs (kPa)
4
100 200 300
40Corrected Cone Resistance, qt (MPa)
0 6
Slope Indicator (°)
1.5 3 4.5Friction Ratio, Rf (%)
20 -513.75 7.5 1.25
Normalised Cone Resistance, Qt(MPa)
100001 10 100 1000 1 2 3 4 5 6 7 8 9
SOIL BEHAVIOUR TYPE:Robertson 1990 Extrapolated
ELE
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DE
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Dynamic Log Report
CorrelationsUser Definable Correlation Formulas
The Datgel Formula Tool is the first way for a user to write a formula in gINT Input without writing complex VBA code. Simply define the referenced fields, and write your correlation formula in a standard formula syntax.
• Reference any related field in the database• Built in mathematical and statistical functions• Define result format, i.e. decimal
places or significant figures• Results may be numbers or text• Store your common formulas in the library,
and project specific formulas in the project• Data averages• Data extrapolations
Liquefaction Assessment
Primary references:• Idriss & Boulanger (2008 and 2014)• Jefferies & Been (2006)• Robertson & Wride (1998) / NCEER• Kayen et al. (2013)
Preconfigured correlations:• Clean-Sand Equivalent Normalised Cone
Resistance• Cyclic Resistance Ratio, CRR• Cyclic Stress Ratio, CSR• Factor of Safety, FS• Residual Shear Strength, Sr• Maximum Shear Strain• Lateral Displacement, LD• Post Liquefaction Volumetric Strain• Post Liquefaction Reconsolidation Settlement, S• Liquefaction Potential Index• Liquefaction Severity Number
Foundation Design
• Pile capacity to Bustamante and Gianselli / LCPC (1982)
• Shallow foundation settlement to Schmertmann (1978)
Preconfigured correlations
• Angle of friction, φ’• Coefficient of lateral earth
pressure, K0• Coefficient of Volume Change, mv• Compression Index, Cc• Constrained Modulus, M• Effective cohesion, c’• Extrapolated shear wave velocity, Vs• Fines content , FC• Hydraulic conductivity
(permeability), K• Overconsolidation ratio, OCR• Preconsolidation stress, σp’• qc and qt moving average,
stepped average and strata average
• Relative Density Index, Dr• Rigidity index, Ir• Sensitivity, St• Shear wave velocity, Vs• Small strain shear modulus, G0• Soil behaviour type Index, Ic• SPT N60 and stepped average • State Parameter• Undrained Shear Strength, su• Unit Weight, γ• Young’s modulus, E
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AREA : Sydney 19-05-08EASTING : 248189.7 mNORTHING : 1267403.9 mCOORD. SYS.: MGA94 56ELEVATION : 3.10 m AHD
Test ID
DISSIPATION TEST
V-Diss test NC - 14.63 mCLIENT : CPT ClientENGINEER :PROJECT : CPT Tool ProjectLOCATION : SomewherePROJECT No. : 123456
REMARKRIG : TRACK RIGCONE TYPE :CONE ID : EC17OPERATOR :
ANALYSED BY : DATE:CHECKED BY : DATE:APPROVED BY : DATE:
Horizontal Coefficent of Consolidation, ch: 1.50x103 m2/yrRatio ch/cv: 3Vertical Coefficent of Consolidation, cv: 4.99x102 m2/yr
SHEET : 1 OF 1STATUS :DATE :
In Situ Pore Pressure, u0: 128.76 kPaInitial Pore Pressure, ui: 579.6 kPaFinial Pore Pressure: 579.640255 kPaDegree of Dissipation: 50 %Dissipation Pressure: 354.06 kPaTime for 50% Dissipation, t50: 0.34 min
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Normally Consolidated Test
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AREA :EASTING :NORTHING :COORD. SYS.: MGA94 56ELEVATION :
Test ID
DISSIPATION TEST
V-Diss test OC - 7.49 mCLIENT : CPT ClientENGINEER :PROJECT : CPT Tool ProjectLOCATION : SomewherePROJECT No. : 123456
REMARKRIG :CONE TYPE :CONE ID : 3167OPERATOR : PMW
adsf; varANALYSED BY : ABC DATE: 02/01/2009CHECKED BY : DEF DATE: 03/01/2009APPROVED BY : GHI DATE: 04/01/2009
Horizontal Coefficent of Consolidation, ch: 2.68x100 m2/yrRatio ch/cv: 5Vertical Coefficent of Consolidation, cv: 5.36x10-1 m2/yr
SHEET : 1 OF 1STATUS : 3DATE : 01/01/09
In Situ Pore Pressure, u0: 73.48 kPaInitial Pore Pressure, ui: 240 kPaFinial Pore Pressure: 261 kPaBack Extrapolated Pore Pressure, uc: 277 kPaDegree of Dissipation: 50 %Dissipation Pressure: 175.2 kPaTime for 50% Dissipation, t50: 43.27 min
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Overconsolidated Test with Back Extrapolation
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Rf (%)1.534.5 0
Dr (%)
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Relative Density Method:1. Baldi et al. (1986); Al-Homoud & Wehr (2006)2. Jamiolkowski et al. (2001)3. Kulhawy & Mayne (1990)
Undrained Shear Strength Method:1. su = (qt - vo)/Nkt; or (qc - vo)/Nk2. su = qt/Nkt; or qc/Nk3. Wroth (1984)4. Trak et al. (1980), Terzaghi et al. (1996)5. Robertson (2009), su = u/N
714.505
DH2
111.121
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130.881
140.822
150.850
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MAP KEY Borehole Cone penetration test
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PT
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GD
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2.2
3.G
LB F
ence
CP
T FE
NC
E A
3L D
ATG
EL
CP
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OL
DG
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T A
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FIGURE NoPROJECT No
SCALE
CHECKED DATE
DATEDRAWNTITLE
2.22
H 1:507 V 1:140
1/01/2012PMW
21/02/2012Client 1
Engineer 1Somewhere
CPT Tool ProjectInferred Subsurface Section
METHOD: Robertson 19904 - Silt mixtures - clayeysilt to silty clay
5 - Sand mixtures - siltysand to sandy silt
1 - Sensitive, finegrained
2 - Organic soil - peats
3 - Clays - clay to siltyclay
6 - Sands - clean sandto silty sand
7 - Gravelly sand tosand
8 - Very stiff sand toclayey sand
9 - Very stiff fine grained
CP
T 01
CP
T 02
CP
T 03
CP
T 04
CP
T 05
2480
00E
2480
00E
2480
25E
2480
25E
2480
50E
2480
50E
2480
75E
2480
75E
2481
00E
2481
00E
2481
25E
2481
25E
2481
50E
2481
50E
1267325N
1267325N
1267350N
1267350N
1267375N
1267375N
1267400N
1267400N
1267425N
1267425N
1267450N
1267450N
CPT 01A
CPT 05 SchneiderCPT TEST 02CPT TEST 03
CPT TEST 04
CPT TEST 05CPT TEST 06V-CPTU BUW u0 TS Profile
CPT 01
CPT 02CPT 03
CPT 04
CPT 05
Fence Diagram
datgel.com/cpt | [email protected]
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Data Correction Tool
Data Correction ToolAllows for one-off corrections of data
Example applications:• Offset one parameter a fixed depth, e.g. offset sleeve
friction for many tests in one process• Re-zero the depth if 0 depth is not the ground surface• Apply calibrations to a parameter defined by a formula• Correct depth for inclination
Dissipation TestDissipation tests may be analysed using the strain path method (SPM) proposed by Houlsby and Teh 1988.
Dissipation tests carried out in overconsolidated soils maybe corrected using the square root time method, as proposed in Sully et al. 1999, and short tests may be extrapolated forward to estimate tx, (e.g. t50).
Reports can show qc graph below u graph.
Fence Diagram/Cross SectionDynamic user-definable fence or cross section reports:
• Choose up to 6 parameters and correlations to display, e.g. qc, qt, Rf, Ic plots
• Soil behaviour type coloured column• Material graphic column• Legend for soil behaviour type • Legend for material graphic • A4, A3, Letter and 11x17 paper sizes
Additional Sensors and Instruments • Ball Penetrometer Test presentation• Magnetometer presentation• Seismic cone presentation
2017-09