GEOTECHNICAL & GEOPHYSICAL SITE CHARACTERIZATION (2008) Proceedings 3rd International Conference on Site Characterization - Taipei, Taiwan (01-04 April 2008) Table of Contents and Listing of Papers and Authors
Edited by An-Bin Huang and Paul W. Mayne - Taylor & Francis Group, London
Session No. Ref. No.
Keynote K1 K1
Keynote K2 K2
Keynote K3 K3
Keynote K4 K4
Keynote K5 K5
Keynote K6 K6
Keynote K7 K7
Keynote K8 K8
Keynote K9 K9
Keynote K10 K10
Keynote K11 K11
Equipment /Methods 1 A03-075
Equipment /Methods 2 A01-114
Equipment /Methods 3 A01-122
Equipment /Methods 4 A04-001
Website for order: www.taylorandfrancis.com
Equipment /Methods 5 A04-011
Equipment /Methods 6 A04-012
Equipment /Methods 7 A04-019
Equipment /Methods 8 A04-024
Equipment /Methods 9 A04-025
Equipment /Methods 10 A03-028
Equipment /Methods 11 A03-032
Equipment /Methods 12 A03-034
Equipment /Methods 13 A03-073
Equipment /Methods 14 A01-003
Equipment /Methods 15 A01-004
Equipment /Methods 16 A01-014
Equipment /Methods 17 A01-018
Equipment /Methods 18 A01-019
Equipment /Methods 19 A01-022
Equipment /Methods 20 A01-028
Equipment /Methods 21 A01-031
Equipment /Methods 22 A01-044
Equipment /Methods 23 A01-045
Equipment /Methods 24 A01-049
Equipment /Methods 25 A01-050
Equipment /Methods 26 A01-061
Equipment /Methods 27 A01-064
Equipment /Methods 28 A01-080
Equipment /Methods 29 A01-082
Equipment /Methods 30 A01-083
Equipment /Methods 31 A01-089
Equipment /Methods 32 A01-090
Equipment /Methods 33 A01-092
Equipment /Methods 34 A01-100
Equipment /Methods 35 A03-052
Equipment /Methods 36 Email-2
Equipment /Methods 37 Email-3
Equipment /Methods 38 Email-7
Equipment /Methods 39 Email-8
Equipment /Methods 40 Email-10
Equipment /Methods 41 12607
Equipment /Methods42 12607
Interpretation & data 1 A03-003
Interpretation & data 2 A04-027
Interpretation & data 3 A03-076
Interpretation & data 4 A01-121
Interpretation & data 5 A04-002
Interpretation & data 6 A04-003
Interpretation & data 7 A04-022
Interpretation & data 8 A03-005
Interpretation & data 9 A03-006
Interpretation & data 10 A03-011
Interpretation & data 11 A03-014
Interpretation & data 12 A03-029
Interpretation & data 13 A03-042
Interpretation & data 14 A03-047
Interpretation & data 15 A03-065
Interpretation & data 16 A03-072
Interpretation & data 17 A02-005
Interpretation & data 18 A02-017
Interpretation & data 19 A02-018
Interpretation & data 20 A01-012
Interpretation & data 21 A01-015
Interpretation & data 22 A01-016
Interpretation & data 23 A01-020
Interpretation & data 24 A01-023
Interpretation & data 25 A01-024
Interpretation & data 26 A01-032
Interpretation & data 27 A01-036
Interpretation & data 28 A01-040
Interpretation & data 29 A01-047
Interpretation & data 30 A01-048
Interpretation & data 31 A01-054
Interpretation & data 32 A01-057
Interpretation & data 33 A01-058
Interpretation & data 34 A01-063
Interpretation & data 35 A01-074
Interpretation & data 36 A01-077
Interpretation & data 37 A01-078
Interpretation & data 38 A01-081
Interpretation & data 39 A01-088
Interpretation & data 40 A01-096
Interpretation & data 41 A01-101
Interpretation & data 42 A01-105
Interpretation & data 43 A01-106
Interpretation & data 44 A01-005
Interpretation & data 45 Email-6
Case histories 1 A03-074
Case histories 2 A03-078
Case histories 3 A01-117
Case histories 4 A01-118
Case histories 5 A04-005
Case histories 6 A04-015
Case histories 7 A03-001
Case histories 8 A03-004
Case histories 9 A03-002
Case histories 10 A03-008
Case histories 11 A03-012
Case histories 12 A03-054
Case histories 13 A03-018
Case histories 14 A03-026
Case histories 15 A03-035
Case histories 16 A03-036
Case histories 17 A03-043
Case histories 18 A03-045
Case histories 19 A03-046
Case histories 20 A03-048
Case histories 21 A03-049
Case histories 22 A03-050
Case histories 23 A03-051
Case histories 24 A03-053
Case histories 25 A03-055
Case histories 26 A03-056
Case histories 27 A03-059
Case histories 28 A03-060
Case histories 29 A03-061
Case histories 30 A03-062
Case histories 31 A03-063
Case histories 32 A03-064
Case histories 33 A03-071
Case histories 34 A02-031
Case histories 35 A01-002
Case histories 36 A01-006
Case histories 37 A01-011
Case histories 38 A01-013
Case histories 39 A01-033
Case histories 40 A01-038
Case histories 41 A01-035
Case histories 42 A01-053
Case histories 43 A01-055
Case histories 44 A01-056
Case histories 45 A01-060
Case histories 46 A01-069
Case histories 47 A01-070
Case histories 48 A01-071
Case histories 49 A01-072
Case histories 50 A01-076
Case histories 51 A01-087
Case histories 52 A01-093
Case histories 53 A01-094
Case histories 54 A01-095
Case histories 55 A01-104
Case histories 56 A01-107
Case histories 57 A01-108
Case histories 58 A01-109
Case histories 59 A01-112
Case histories 60 A01-113
Case histories 61 A03-015
Case histories 62 A03-025
Case histories 63 Email-5
Case histories 64 Email-9
Case histories 65 12607
Correlations 1 A03-044
Correlations 2 A01-115
Correlations 3 A01-116
Correlations 4 A01-120
Correlations 5 A03-024
Correlations 6 A01-007
Correlations 7 A01-008
Correlations 8 A01-026
Correlations 9 A01-042
Correlations 10 A01-043
Correlations 11 A01-051
Correlations 12 A01-052
Correlations 13 A01-059
Correlations 14 A01-062
Correlations 15 A01-065
Correlations 16 A01-066
Correlations 17 A01-075
Correlations 18 A01-084
Correlations 19 A01-085
Correlations 20 A01-091
Correlations 21 A01-097
Correlations 22 A01-098
Correlations 23 A01-099
Correlations 24 A01-102
Correlations 25 A01-103
Correlations 26 A01-111
Correlations 27 Email-4
Correlations 28 12607
Design & standards 1 A03-017
Design & standards 2 A03-079
Design & standards 3 A01-119
Design & standards 4 A04-008
Design & standards 5 A04-009
Design & standards 6 A04-010
Design & standards 7 A04-013
Design & standards 8 A04-021
Design & standards 9 A03-007
Design & standards 10 A03-019
Design & standards 11 A03-027
Design & standards 12 A03-033
Design & standards 13 A03-040
Design & standards 14 A03-057
Design & standards 15 A03-058
Design & standards 16 A02-012
Design & standards 17 A02-014
Design & standards 21 A01-025
Design & standards 24 A01-037
Design & standards 26 A01-068
Design & standards 20 A01-017
Design & standards 22 A01-029
Design & standards 23 A01-030
Design & standards 28 A01-079
Design & standards 29 12607
Design & standards 19 A01-010
Design & standards 18 A01-001
Design & standards 27 A01-073
Design & standards 25 A01-067
Forensic Investigation 224 A04-017
Geophysical testing 1 A04-026
Geophysical testing 2 A03-077
Geophysical testing 3 A03-080
Geophysical testing 4 A02-032
Geophysical testing 5 A02-033
Geophysical testing 6 A04-004
Geophysical testing 7 A03-009
Geophysical testing 8 A03-010
Geophysical testing 9 A03-066
Geophysical testing 10 A03-068
Geophysical testing 11 A03-020
Geophysical testing 12 A03-030
Geophysical testing 13 A03-039
Geophysical testing 14 A03-069
Geophysical testing 15 A03-070
Geophysical testing 16 A02-001
Geophysical testing 17 A02-002
Geophysical testing 18 A02-003
Geophysical testing 19 A02-007
Geophysical testing 20 A02-008
Geophysical testing 21 A02-009
Geophysical testing 22 A02-010
Geophysical testing 23 A02-011
Geophysical testing 24 A02-013
Geophysical testing 25 A02-016
Geophysical testing 26 A02-019
Geophysical testing 27 A02-020
Geophysical testing 28 A02-021
Geophysical testing 29 A02-022
Geophysical testing 30 A02-023
Geophysical testing 31 A02-024
Geophysical testing 32 A02-025
Geophysical testing 33 A02-026
Geophysical testing 34 A02-027
Geophysical testing 34 A02-028
Geophysical testing 35 A02-029
Geophysical testing 36 A02-030
Geophysical testing 37
Geophysical testing 38
Geophysical testing 39
Geophysical testing 40
Geophysical testing 41
Geophysical testing 42
Geophysical testing 43
Geophysical testing 44
Geophysical testing 45 A02-015
Natural disaster 174 A03-038
Natural disaster 173 A03-037
Natural disaster 221 A04-014
Natural disaster 223 A04-016
See A01-58 in Data Anal. 160 A03-022
Sample disturbance 1 A00-000ASample disturbance 2 A04-006
Sample disturbance 3 A04-007
Sample disturbance 4 A04-018
Sample disturbance 5 A04-020
Sample disturbance 6 A03-013
Sample disturbance 7 A02-006
Sample disturbance 8 A01-086
Sample disturbance 9 A01-110
GEOTECHNICAL & GEOPHYSICAL SITE CHARACTERIZATION (2008) Proceedings 3rd International Conference on Site Characterization - Taipei, Taiwan (01-04 April 2008) Table of Contents and Listing of Papers and Authors
Edited by An-Bin Huang and Paul W. Mayne - Taylor & Francis Group, London
Title of Paper
Geoenvironmental Site Characterization
Geotechnical site characterization for Suvarnabhumi Airport
Forensic diagnosis for site-specific ground conditions in deep excavations of subway construction
Crosshole electric tomography imagin in anisotropic environments
Characterization of deltaic deposits in the Nakdong River mouth, Busan, Korea
Design parameters from in-situ tests in soft ground - Recent developments
Recompacted, natural, and in-situ properties of unsaturated decomposed geomaterials
Sampling and sample quality of soft clays
An overview on site investigation for Hsuehshan Tunnel project
Statistical analysis of geotechnical data
Characterization of residual soils
EVALUATION OF WATER MIGRATION IN THE VADOSE ZONE USING DOWNHOLE NUCLEAR GAUGE DATA
Insertion of geophone using self-boring technique
Multi Piezo Friction Penetration Testing in Varying Stratigraphies
Towards Risk-Driven Site Characterisation - Method And Benefits
www.taylorandfrancis.com
Landslide Characterization And Zonation Of Hungtsaiping Area Based On Topography, Aerial Photograph And Piv Technology
Laboratory Monitoring Of Improvement In Stabilised Soil Using Shear Waves
Evaluating The Quality Of Pavement Subgrade Using Portable Falling Weight Deflectometer
Employing Insar And Extracted Features From Satellite Images To Monitor Landslide - Case Study For Chen-Yu-Lan Reiver
An Adaptive Approach To Tracking A Plume
Laboratory Study On The Applicability Of Resistivity Cone For Investigation Of Subsurface Contamination
Investigating Rock Quality Using Drilling Parameters In Boston, Ma, Usa
Full-Flow Penetration Tests - Measurements And Interpretation
Characterization Of Sliding Behavior Of Slopes Through Inclinometer Readings
Liquefaction Properties Of Sands And Cyclic Pressuremeter Test
Preliminary Study Of Rodless Spt
Permeability Measurements With A New Direct-Push Equipment
Use Of A Full Flow Ball Penetrometer With Pore Pressure Measurements In Soft Clay.
Shear Wave Measurements Using Blade-Type Field Velocity Probe In Soft Ground
Application Of Seismic CPT Data To Liquefaction Triggering Analyses
Liquefaction Susceptibility Recoverd From Ucpt-Measured Pore Pressures
On-The-Fly Profiling For Permeability Using Ucpt Sounding
Effective In-Situ Tests For Measurement Of Soil Properties For Over Water Or Deep Investigations Using Wire-Line Methods
Measurement Of Effective Stress Shear Strength Of Rock
Automatic Cone Penetration Testing: A Class Of Its Own
Acoustical Estimation Of Soil Permeability
Integrated Resistivity Seismic Dilatometer Testing System (Rsdmt) For Efficient Characterization Of Test Site
Conventional And Miniature Cone Penetration Tests In Normally Consolidated And Sensitive Clays In Louisiana And Norway
Continuous-Push Seismic Cone Penetration Test
Experience With Seismic Dilatometer (Sdmt) In Various Soil Types
An Automated Seismic Source For Seismic Cone Penetration And Seismic Dilatometer Testing
Enhanced Insitu Characterisation Of A Soft Clay Deposit
Real-Time Acoustic Monitoring Test And Numerical Simulation Of Ground Anchor Failure
Assessment Of The State Of Structures In Use In Order To Improve Their Maintenance : Suggestion For An Adapted Methodology Of Auscultation And Diagnosis.
Development Of A Slug Testing Apparatus For Measurement Of Hydraulic Conductivity In Continuously Screened Monitoring Wells
Statistical Identification Of Homogeneous Stratigraphic Units For Venice Lagoon Soils
The Phicometer Shear Test as an unconventional approach for the determination of the in-situ shear strength
K0 Consolidation in Large-Size Laboratory Cohesive Soil Specimens
Characterization of Sheeting Joint Roughness of Hong Kong Granite Using 3-D Laser Scanning Technique
Use of Tactile Pressure Sensor For Plate Load Test
Effective of Wall Flexibility on Cone Penetration Testing of Sand in A Calibration Chamber
Development Of Limit State For Cpt-Based Liquefaction Evaluation By Using Fuzzy-Neural Networks
Effect of stress level on the behavior of cemented sand
SUBSURFACE THREE DIMENSIONAL ENGINEERING GEOLOGICAL MAPPING USING A GEOTECNHICAL DATABASE
The influence of anisotropic effects on CPTU and DMT test results in varved clay
Graphical Method Of Breaking Surface Determination In An Earth Massif By Using The Condition Of Ultimate Equilibrium
Changes In The Small-Strain Dynamic Properties Of Sand Due To Aging And Decementation
The Cptu As A Tool For Interpreting Depositional Environments In Estuarine Deposits.
Comparisons Between Different Classification Systems
Compartisons Between Grounds Of The Same Type Spread All Over The World ( Asia, Africa, Europe).
In Situ And Lab Tests For Modelling A Strutted Retaining Structure On Saprolitic Soil From Granite In Metro Do Porto
3D Groundwater Modeling For Deep Excavation Of Taipei Mrt During Large-Scale Pumping Test
Contribution Of A Geotechnical Soil Model For The Analysis Of Railway-Platform Settlements.
Drainage Characterization Curve From In Situ Tests In Silty Geomaterials
Probabilistic And Reliability Analysis Of Differential Settlements Applied To Venice Soils
Comparative Cptu-Based Classification Of Cooper Marl
Predicting Of Ground Surface Settlement Due To Tunnel Excavation.
Identification Of Consolidation Conditions In Post-Flotation Deposits Of Copper Ores In The Tailings Dump.
Assessment Of Strength Parameters Of Copper Ore Post-Floatation Deposits Based On Cptu
Self Boring Pressuremeter In Porto Residual Soil – Test Results And Numerical Modelling
State Parameter Of Sand And Pressuremeter Test
Three-Dimensional Soil Classification Based On Piezocone Data
New developments in the use of a [log(EM/pLM) , log(pLM)] spectral diagram (Pressiorama®). Applications for soil behaviour analysis and Menard’s rheological parameter
Ménard pressuremeter testing experience with a self-bored slotted casing (STAF®). Comparative analysis of results with preboring methods and selfboring probes
Characterization Of Mudstone In A Deep Underground Cavern – Comparison Of Full-Scale Behavior And Field And Laboratory Tests
Influence Of L/D Ratio On Cavity Expansion In Sand
Finite Difference Analysis Of Dilatory Dissipation On Piezocone Test In Overconsolidated Cohesive Soil
Neural Network Model For Estimating Undrained Shear Strength From Uu Triaxial Test And Piezocone Test Results
Effects Of Stress History On Cone Resistance Of Pusan Sand
A Global Model For Accurately Interpreting Cpt Data In Sands From Shallow To Greater Depth
Suction Influence On In-Situ Testing Results Of Unsaturated Soils
Quick Estimation Of Hydraulic Conductivity
A Simple Formula For Determination Of In Situ Driving Pile Capacity Based On Wave Analysis For Southern Part Of Iran
Finite Element Analysis Of Cone Penetration In Layered Soils
Investigating Variability In Vs Profiles At Geotechnical Sites
Site Characterization Based On Micropile Loading Test In Sandy, Clayey And Mixed Soils
The Repeatability In Results Of Dynamic Probing
Anisotropic Shear Wave Velocity Of Overconsolidated Boom Clay
Cross-Methods Of Recognition For The Analysis Of Stability Of Dams Subjected To An Internal Erosion
Factors Affecting Cone Tip Resistance - Shear Wave Velocity Relationship
Common Analytical Model For Piezocone And Dilatometer In Clays
Deformability Parameters Of Delta Sediments From Advanced In Situ Tests
Structure Effects In Sbpm Tests
Evaluation Of Non-Monotonous (Special Type) Dissipation Test Data
Energy Transfer Ratio Approach To Spt Energy Correction
Interpretation Of Piezocone Data Using Cluster Analysis
The Standard Penetration Test – More Than Just A One Number Test
Reliability Analysis for Settlement of Offshore Kobe Airport Island Constructed by Reclamation
Case Studies of CPT Exploration Techniques in Investigating Challenging Ground Conditions in Malaysia
Prediction of foundation settlement from surface wave data
Soft soil characterization in a South coastal area at Rio de Janeiro State
Cambridge Self-boring Pressuremeter Tests in stiff “Aveiro Clay"
Experience With Nees@Utexas Large-Scale Mobile Shakers In Earthquake Engineering Studies
Characterization Of Clay’S Swelling Potential In Tlemcen (Algeria)
Confirmatory Geotechnical Investigations For Characterization Of Bed Rock For Prototype Fast Breeder Reactor
A Case Study Of Seismic And Geotechnical Characterization For A Nuclear Facility Site
Characterisation Of The Copenhagen Limestone
Case History Of Spt Energy Efficiency For Automatic Hammers In North American Practice
Case Study: Optimization And Performance Of Slope Design In Highly Weathered Shale Using Borehole Shear Tests
A Case Study On The Local Artificial Injection Ability Into The Gravel Aquifer Of Chingmei Formation In Taipei Basin
Flysch Landslides Geotechnical Monitoring In Beskidy (The Carpathian Mountains, Poland).
Study On Hydraulic Properties Of Fractured Rocks Using A Double-Packer Technique: A Case Study In Kauhsiung, Taiwan
Case Study On Ground Freezing During Substructure And Shield Tunnel Construction
Shield Tunnel Project Under-Pass The Kaohsiung Horbour Channel
Characterization Of The Deep Pervious Foundations At Péribonka
Geotechnical Characterization Of A 52Km Electrical Power Transmission Line Alignment Route In Southeastern Nigeria.
Field Characterization Of Problematic Earthfills By Dmt. A Case History.
Ground Investigations For The Busan - Geoje Immersed Tunnel
Geotechnical Parameters Of A Deposit Of Corals In The Region Metropolitan Of Recife - Brazil
The Use Of Shear Wave Velocity To Estimate Spt Energy Ratio: A Case Study
Geoenvironmental Site Characterization In A Msw Disposal Site In Brazil: Lessons Learned And Considerations
In-Situ Testing Of Soft Sensitive Marine Clay For A Landfill Expansion Study
Soil Properties Of Deepwater Sediments In The Timor Sea, Indonesia
Geotechnical Characteristics Of The Methane Hydrate-Bearing Sediments In The Lake Baikal
Verification Of Vibro-Compaction Effects On Loose Saturated Fill Using Cpt
Ground Improvement Of A Coal Ash Pond Via Sand Compaction Piles
Characterization Of Clayey Shales Using Borehole Shear Test And Direct Shear Test - A Comparison
Characterization Of Undrained Shear Strength Of Marine Clay At Changi Water Reclamation Plant Project, Singapore
Overpressure Within Continental Slope Sediments In The Gulf Of Lion: A Piezocone Approach
Use Of Ground Penetrating Radar For Map The Depth Of A Stiff Clay Layer
In Situ Tests With Push-In Earth Pressure Cell
Results Of In Situ Tests Carried Out In Unsaturated Tropical Soils From The City Of Brasilia, Brazil.
Characterization Of Reservoir Sediment Under 60M Of Water
A Comparison Of Different In-Situ Testing Methods For Measuring Deformability Characteristics Of Rock Masses In Roudbar Lorestan (Iran)
Investigation Of An Alluvium Using A Combination Of Geophysical Methods And Becker Penetration Tests For Liquefaction Potential Evaluation
Cone Pressuremeter Testing And Shear Wave Velocity Profiling For Dynamically Loaded Foundations On Overconsolidated Glacial Clays
Evaluation Of The Geotechnical Proprieties Of The Iron Tailing Of The Companhia Siderúrgica Nacional – Csn Through Of Field Tests
Using Cpt Tests To Determine Geomechanical Parameters Of A Residual Soils Of Micaxist
Experience With The Flat Dilatometer Test In Goiânia Soils
Characterization Of A Liquefied Newly Reclaimed Land Using Cptu
Cone Penetration Testing In Silty Clayey Soil Of Lamerd, Iran
Site Characterization Using Cpt, Dmt, Spt And Laboratory Test Results
Evaluation Of The Impact Of Embankment Loading On Organic Subsoil Based On Dilatometer Test
The Use Of The Cptu For The Characterisation Of Underwater Embankment Layers
Geotechnical Investigation Program In The Access To Tatuoca Island - Port Of Suape - Pe / Brazil.
Geotechnical Investigation Of The Recife Soft Clays By Piezoconetests
Applicability Of Borehole Shear And Borehole Plate Load Tests In Thick Deltaic Deposits
Determination Of In Situ Stress-Deformation Characteristics Using Pressuremeter In Himalaya Region
Results Of In Situ Tests Carried Out In Unsaturated Tropical Soils From The City Of Brasilia, Brazil
Field Tests And In-Situ Measurements Investigating The Stress Strain Behavior Of Weathered Keuper Mudstone
Evaluation Of The Overconsolidation Ratio From Piezocone Tests Of Quaternary Clay Deposits In Jiangsu Of China
Variability Of Settlement Evaluation In Footings On A Residual Soil Profile Using In Situ Tests Based Methods
Mechanical Properties Measurements Of The Rock Mass In The Boreholes
In-Situ Testing Protocols For Deep Mixed Chemically Treated Soil Columns
Interpretation Of Piezocone Tests In Brazilian Soils Supported By Geological History
Seismic Cone Tests In Tropical Soils And The Go/Qc Ratio
Use Of Spt In The Control Of Under Warter Hydraulic Fill
A Case Study On The Local Artificial Injection Ability Into The Gravel Aquifer In Taipei Basin
Case Studies Of High Resolution Acoustic Televiewer For Geotechnical Exploration And Core Sample Correction
Characterisation of an Unsaturated Sand Deposit Using in SITU Testing
Characterization of Reclaimed Sand Fill by Seismic Cone Test
The use of in situ tests in determining ground properties for use in stability calculations for embankments
Engineering Characteristics Of Bukit Sentul Clayshale Based On Laboratory And Insitu Test
Determination of elastic modulus using loading test of CPT cone
K0 Consolidation in Large-Size Laboratory Cohesive Soil Specimens
CPTU in sensitive clays
Strength And Modulus Of Pusan Clay Evaluated By Cptu And Dmt Tests
Cone Pressuremeter Testing And Shear Wave Velocity Profiling For Dynamically Loaded Foundations On Overconsolidated Glacial Clays
Influence Factors In Torque Measurement Of Spt-T Test
Undrained Shear Strength Evaluation Of The Bangkok Clay By In-Situ Tests
The Relationship Between Porepressure At Cone Shoulder And Fine Content Of Sand During Cptu
The Effects Of Particle Size On Cone Resistance Of Silica Sands
Correlations Between Undrained Shear Strength And Penetration Resistance For Anisotropic Sand And Silt
Model Tests To Study Influence Of The Stress Conditions Of The Piezocone And Vane Shear Strength
Correlation Of Cptu And Dph Test Results
Reliable Estimation Of Undrained Shear Strength Of Korean Soft Clay Using Flat Dmt And Ann
Cone Penetration Testing In Silty Clayey Soil Of Lamerd, Iran
Liquefaction Resistance Of Gravelly Soil By Spectral Analysis Of Surface Waves Method And Large Hammer Penetration Test
Mini Cone Penetration Test And Liquefaction Resistance Of Sand With Fines
A Correlation Between Swedish Weight Sounding And Dynamic Probing Results In Cohesion Less Soils
Geotechnical Investigation Including Liquefaction Potential Evaluation Of A Sand Deposit By Dilatometer Test
Development Of Correlation Between Tcp Blow Count And Undrained Shear Strength Of Low Plasticity Clay
A Study On The Determination Of Construction Depth Of The Vertical Drain By Piezoncone Penetration Tests
Relationship Between Nspt And Vs Values For Alluvial Deposits From The Central Part Of Italy
Interpretation Of Plate Loading Test And Dilatometer Borehole Loading Test Results.
Scptu-Dmt Combined Interpretatio: Characterization Of Aveiro Soft Soils
Consolidation And Flow Parameters Of Aveiro Soft Organic Soils From In Situ And Laboratory Tests
Vision Cone Penetrometer Calibration For Soil Grain Size
A reappraisal of some CPTU3 correlationsTaking Decisions Related With Floor Slabs Foundations Based On Dmt Results
Interpretation of CPTU results in terms of soil design parameters
In The Pursuit Of A Myth
Cpt-Based Bearing Capacity Of Surface- And Surchared-Footings In Sands
Comparison Of The Results Of Fdt And Plt In Determining Deformability Mudulus Of The Rock Mass In Chamshir Dam Site In Iran
Empirical Relationships Suggestion between Internal Friction Angle and Modulus of Elasticity of Sandy Soils Based on In-situ Tests and Checking Correlations by Triaxial Tests
Augered Cast-in-place Piles in Tidewater Virginia: Prediction of Axial Load Capacity Using CPTU Data and Measurement of Axial Load Behaviors
The Effective Use Of Cpt Testing For The Design And Implementation Of Vibro Replacement Ground Improvement Schemes In The Uk.
Site Characterization Methods For Marine Deposits For Slope Stability Ananlysis
Accuracy Of Pile Bearing Capacity Derived From Pile Dynamic Measurements
Bearing Capacity Estimation Of A Drilled Shaft And A Driven Pile Using Cpt Data
Pile Capacity Prediction For In Situ Test
A New Approach To Estimate The Shaft Bearing Capacity Of Piles In Sandy Soils Based On Spt Data
Measured And Predicted T-Z Curves For A Driven Pile In Lightly Overconsolidated Silt.
Evaluation Of The Lateral Friction Of Piles In A Diabasic Soil Through Pressiometer Test
Geotechnical Investigation: Client - Consultant Relations
A Sdmt-Based Deep Excavation Design
A Local Geotechnical-Geological Classification For The Characterization Of Coarse Grain Alluviums
Quality Controlled Geotechnical*Geophysical Caracterisation Of Flood Dike'S In Hungary
Reliability Based Evaluation Of Pile Foundation Design By Standard Penetration Test
Estimation Of Pile Bearing Capacity Using Dynamic Probing In Tropical Soils
Estimation Of Pile Bearing Capacity Using Dynamic Probing In Tropical Soils
A Simple Formula For Determination Of In Situ Driving Pile Capacity Based On Wave Analysis
Variable Rate Field Penetration Tests In Soft Clay
Influence Of Partial Consolidation During Penetration On Soil Classification By Piezocone
Proposal For Performance-Based Standardisation Of Pressuremeter Testing
The use of in situ tests to determine changes due to pile installation
Sounding Ring Investigation
High Penetration Rate Cpt To Determine Damping Parameters For Rapid Load Pile Testing
Classification Of Weathered Granite Formation In Real-Time By Specific Energy Of Diamond Drilling
Forensic Applications Of Resistivity Imaging Profiling (Rip) Technology For A Subway Tunnel Construction Failure
Bender elements with sinusoidal PRBS input in measuring shear modulus of geomaterials
Site Investigation into the Stability of Sedimentary Soft Rock Slopes in Kobe Area
Integrated geophysical tests for seismic site characterization of two alpine valleys
Characterizing One-dimensional Deformation Behaviour of Osaka Bay clay with Seismic Wave Velocity Measurement
Combined use of geoelectrical and geotechnical soundings in mapping of sensitive clays
Broadband Dielectric Spectra Of Soft Clay Sediments
Assessment Of The Ground Improvement Of Problematical Soils
Use Of Standard Penetration Test To Preview The Bearing Capacity Behavior Of Continuous Flight Auger Piles In Brazilian Tropical Soils
Geophysical Investigation Of The Collapse Potential Of Loess Soils
Site Characterization Of Reclaimed Clay Deposits Using Shear Waves
Characterization Of Tunnel Grouted Zone Under Consideration Of Effect Of Curing Time
Application Of Geophysical Techniques To Offshore Site Investigation In Southern Taiwan
Integrated Geophysical And Geotechnical Surveys For Burial And Dredgeability Assessment
An Integrated Shallow Seismic Survey For Geotechnical Modeling - A Case Study
Application Of Geophysical Methods For Site Characterization Of Ahmedabad Soil Sites
A Multidisciplinary Geophysical Approach Towards Fault Line Detection And Characterization In The Netherlands
Relation Between Clay Soil Properties And In-Situ Electrical Resistivity
Wave Velocity Of Macao Marine Clay From Field And Laboratory Measurement
Development Of A Pneumatic Mechanical Impact Source For Cross-Hole Seismic Tests
Some Observations From A Theoretical Model On The Dynamic Response Of Impact Beams Used With The Scpt Test
High Lateral Resolution Surface Wave Method
Determination Of Field Dispersion Curves Based On Nonstationary Signal Processing Techniques
Investigation Of Landslide In Complex Geological Conditions
Electrical-Resistivity Measurements - Inspection Technique To Monitor And Control Of Dam Safety
Geophysical Techniques Application On Hot Spring Resources Investigation
Effects Of Cavities On The Spectra Of Surface Waves
Ground Penetrating Radar On The Chelungpu Fault
Field Test To Assess Formation Factor And Fabric Anisotropy Of Cohesionless Soils
Ambient Noise Site Investigation Of Tashkent Landfill
Present And Future Of Rock Physical Interpretation Of Shallow Geophysical Data For Geotechnical Applications
Suggested Methods For Land And Borehole Geophysics In Rock Engineering
Application Of Ert To Leakage Investigation: A Case Study At The Shin-Shan Earth Dam
Unified Wave Field Transformation For Dispersion Analysis Of Surface Wave
The Estimation Of Rock Conditions And The Prediction Of Permeability In Tunnel Using Resistivity
Combined In-Situ, Laboratory And Signal Treatment Techniques In Modelling Isc’2 Experimental Site
Marine Surface Wave Seismic Investigation For Site Characterization In A Harbor
Spectral Analysis of Surface Waves (SASW)
Characterisation Of The Electromagnetic Properties Of An Anthropogenic Soil Exhibiting Magnetic Susceptibility Effects In Time Domain Reflectometry
Determination Of Reliable Passive Dispersion Curves Using An Improved Procedure Of Measurements And Analyses Of Passive Waves
Refraction Seismic Tomography #1
Harmonic Wavelet Analysis of Waves (HWAW)Multi-channel Analysis of Surface Waves (MASW)
Reflection Seismic SurveyApplication of Geophysics to Rock Engineering (ISRM Suggested Methods)
DC Resistivity surveyGround Penetrating Radar (GPR)
Ground Penetrating Radar On The Chelungpu Fault
Stabilization Of A Failed Slope With Piled Structures
Site Investigation Of A Large Landslides Triggered By The Chi-Chi Earthquake, Taiwan
The Investigation Of Underground Streams In Weathered Granite Terrain In Hong Kong
Site Characterization Of Liquefaction Induced Ground Failures Of A Level Ii Earthquake During 1999 Chi-Chi Earthquake
Site Characterization Based On Micropile Loading Test In Sandy, Clayey And Mixed Soils
Effects of sample disturbance on oedometer test results as measured on soft marine claysEffects Of Sampling on The Compressibility of Macao Marine Clay
Influence Of Polymer Liquid On The Samples Obtained By Rotary Drilling Using Thick Polymer Solution
Improvement Of Large Diameter Sampler (Kict Type) And Its Application In Korean Site
Sample Disturbance Of Organic Soils
Sampling And Field Characterization Of The Silty Sand In Central And Southern Taiwan
Sample Disturbance Measurements Of Thin-Walled Tube Sampler
Sample Quality Assesement Of Soft Clay By Suction And Shear Wave Velocity Measurements
Synopsis Of Recommended Practice For Sampling And Handling Of Soft Clays To Minimize Sample Disturbance
Title Author Job Title
Dr. Dick Campanella Emeritus Prof
Dr. C.T. Chin, J.F. Chang, I.C. Hu, and J.R. Chen Geotechnical Engineers
Prof. Kenji Ishihara and W.F. Lee Researchers
Dr. J-H. Kim Researcher
Dr. S.K. Kim Professor
Dr. Mike Long Professor
Dr. Charles W.W. Ng and R. Chen Professor
Dr. Hirosuki Tanaka Professor
Dr. D.J. Tseng and P.C. Hou Researchers and Engineers
Dr. Marco Uzielli Geotechnical Engineer
Dr. Professors
Prof. John D. Nelson Professor
Dr. Philippe reiffsteck head of soil testing section
Dr. Gregory L Hebeler Geotechnical Engineer
Mr. Martin Van Staveren Director
Antonio Viana da Fonseca and Roberto Q. Coutinho
Mr. Pierre Breul Researcher
Mr. Chia-Ming Lo Doctoral Student
Dr. Chee-Ming - Chan HEAD OF CENTRE / LECTURER
Prof. Don J Degroot Associate Professor
Prof. Louis Ge Assistant Professor
Dr. Yishuo Huang Assistant Professor
Mr. J. A. Padgett, Jr. President
Mr. Myounghak Oh Please reply to ISC'3 Secretariat
Mr. Stanley Stephen Sadkowski Senior Project Engineer
Mr. Joek Peuchen Manager of Engineering
Prof. Muhsiung Chang
Dr. Jean-Claude Dupla research assistant
Prof. Jiinsong Tsai Professor
Dr. Taizo Kobayashi Assistant Professor
Mr. Nicholas James Yafrate Ph.D. Student Researcher
Prof. Jong-Sub Lee Assistant Professor
Mr. James Andrew Schneider PhD Student
Prof. Derek Elsworth Professor
Prof. Derek Elsworth Professor
Mr. Roger Alan Failmezger President
Mr. Roger Alan Failmezger President
Prof. M.W. Bieleveld Prof.
Prof. Chung R Song Assistant Professor
Dr. Eun-Seok Bang Senior Researcher
Dr. Hani H Titi Associate Professor
Mr. Alexander V Mcgillivray Graduate Research Assistant
Mr. Diego Marchetti Engineer
Mr. Alexander V Mcgillivray Graduate Research Assistant
Mr. Noel P Boylan Doctoral Candidate
Dr. Chang Shih Hao Research Assistant
Associate Professor in Construction Engineering
Dr. Marco Uzielli Ph.D.
Prof. Ing. Rolf Katzenbach Direktor
Beyong S. Lim Assistant Professor
Mr. A. K. L. Kwong
Ms. Yvonne Y. Liu Research Assistant
Mr. Ming-Fang CHANG Associate
Jean-Pierre BAUD Managing Director
Gérard ARSONNET Managing DirectorDr. S.G. Chern Professor
Mr. Moonjoo Lee PhD student
Prof. Isabel Moitinho Almeida Professor
Prof. Proffesor
Dr. Dan Zarojanu Professor asistant
Prof. Yu-Hsing Wang Assistant Professor
Prof. Daniel Bishop Postgraduate Student
Ms. Brandusa Gabriela Cazacu engineer
Dr. Brandusa Gabriela Cazacu engineer
Prof. António Joaquim Pereira Viana Da Fonseca Associate Professor
Mr. Abbas Taheri Ph.D Student
Dr. Chih-Hao Tan Researcher
Mr. Julien Dubost PhD Student
Dr. Fernando Schnaid
Mr. Byoung-Chan Jung Graduate research assistant
Dr. Marco Uzielli Ph.D.
Prof. Young-Su Kim Prof.
Dr. Wojciech Tschuschke Dr.
Prof. Prof.
Mr. António Topa Gomes Eng.
Dr. Jean Canou Assistant professor
Dr. Tianfei Liao Geotechnical Engineer
Zbigniew Młynarek
Associated Professor, Federal University of Rio Grande do Sul
Zbigniew Młynarek
Dr. Debasis Roy Assistant Professor
Mr. Tae-Gyun Ha Ph.D student
Prof. Youngsang Kim Assistant Professor
Mr. Seung Han Kim Graduate student
Dr. Alain Andre Puech Technical Director
Dr. Neusa Bezerra Mota Profª Adjunta
Prof. Chung R Song Assistant Professor
Mr. Ehsan Seyedi Hosseininia PhD Candidate
Mr. Hai-Sui Yu Please reply to ISC3 Secretariat
Mr. Yin-Cheng Lin Graduate Research Assistant
Mr. Sabermahani Mohsen PhD Candidate
Prof. Ali Fakher Associate Professor
Dr. Keeratikan Piriyakul Lecturer
Dr. Jacques Monnet Directeur Génie Civil
Dr. Debasis Roy Assistant Professor
Prof. Paul W Mayne Professor - Civil & Environ. Engineering
Ms. Norma Pérez López Technical Manager
Dr. Marcos Arroyo Researcher
Dr. Emoke Imre Main Researcher
Mr. Chris R. Daniel Project Engineer
Prof. Fernando Saboya Professor
Dr. Alan J. Lutenegger Professor
Mr. Chae, J-G. Researcher
Mr. Shaw Shong Liew Director
Prof. Gerhard Heymann Professor
Prof. Márcio de Souza Soares de Almeida Professor
Dr. Agostinho António Benta Invited assitant
Prof. Kenneth H. Stokoe Professor
Mr. Sidi Mohammed Aissa Mamoune Associate Professor
Mr. Hari Kumar C Scientific Officer
Mr. Padmanabhan G Scientific officer
Mr. Peter Jackson Engineer
Dr. Sami Oguzhan Akbas Research Assistant
Mr. Emad E Farouz Principal Geotechnical Engineer
Mr. Chihping Kuo Ph.D.Candidate
Dr. Zbigniew Bednarczyk EGINEERING GEOLOGIST, LECTURER
Dr. Shih-Meng Hsu Research Engineer
Mr. Wen-Chian Yeh Please reply to ISC'3 Secretariat
Mr. Ching-Ho Lai Please reply to ISC'3 Secretariat
Ms. Annick Bigras Chef Géotechnique
Mr. Abidemi Olujide Ilori Civil Engineer/PhD geophysics Student
Dr. Nuno Cruz Engineer
Prof. Jørgen S. Steenfelt R&D Manager/Chief Specialist
Prof. Joaquim Teodoro Romão De Oliveira Civil Engineer
Mr. Mahdi Habibi Post Graduate Student
Ms. Giulliana Mondelli Doctoral student
Mr. John Thomas Roche Project Engineer
Mr. Fernando Antony Trevor
Ms. Satsuki Kataoka Graduate student
Dr. Guoming Lin Chief Engineer
Prof. San-Shyan Lin Professor
Dr. Siamak Hashemi Technical Manager
Dr. Hong Yang Supervising Engineer
Dr. Hong Yang Supervising Engineer
Dr. Suresh Parashar Senior Geotechnical Engineer
Ms. Sara Lafuerza PHD Student
Mr. Agostinho Almeida Benta Enginner
Mr. L.J. Peuchen Senior Geotechnical Engineer
Dr. Alan J. Lutenegger Professor
Prof. Gérson Miranda Anjos Professor
Prof. An-Bin Huang Professor
Ms. Alexandre Gonçalves Santos Geotechnical Engineer
Project Manager (Offshore Engineering & Management Information Systems)
Prof. Renato Resende Angelim Professor, MSc, Civil Engineer
Prof. Renato Cabral Guimarães
Dr. Chih-Sheng Ku Associate Professor
Prof. E. Asghari Asst. Prof.
Mr. L.J Peuchen Principle Engineer
Prof. Aziz Akbar Professor
Prof. Zbigniew Marek Lechowicz professor
Prof. William Frans Van Impe Prof. Dr ir
Prof. Roberto Quental Coutinho Associate Professor
Prof. Roberto Quental Coutinho Associate Professor
Mr. Dung Tien Nguyen PhD Student
Dr. V M Sharma Chief Consultant
Prof. Gérson Miranda Anjos Adjunct Professor
Mr. Ernst-Dieter Hornig head of the laboratory for soil mechanics
Mr. Cai Guo Jun Doctoral Student
Prof. António Joaqim Pereira Viana Da Fonseca Associate Professor
Prof. Mirko Matys Prof., Civil. Eng., PhD.
Prof. Anand J Puppala Professor
Dr. Giuliano De Mio Geologist
Prof. Heraldo L. Giacheti Associate Professor
Prof. Maria Elisabet Pardini Civil Engineer
Mr. Chihping Kuo Ph.D.Candidate
Dr. Ming-Chien Chung researcher
Mr. James Schneider PhD student
Mr. Ming-Fang CHANG Assoicate
John Powell
Mr. Budijanto Widjaja Lecturer
Dr. Philippe reiffsteck head of soil testing section
Dr. Beyong Seock Lim Assistant Professor
Prof. Rolf Sandven Professor
Mr. Sung-Jin Hong PhD student
Geotechnical Engineering & Professor of Civil Engineering
Dr. Anna Silvia Palcheco Peixoto Assisting Teacher
Dr. Jutha Sunitsakul Civil Engineer
Prof. Hung-Jiun Liao professor
Mr. Sung-Kun Choi PhD student
Mr. Raghvendra Singh PhD Candidate
Dr. Morteza Gharouni-Nik Proffesor of University
Ms. Hjördis Löfroth Research and Consulting Engineer
Mr. Mahler András Egyetemi adjunktus
Prof. Seung-Rae Lee Prof.
Dr. Ebrahim Asghari University lecturer
Prof. Pien-Sien Lin Professor
Prof. Tzou-Shin Ueng Professor
Mr. Mahdi Habibi Post Graduate Student
Prof. Roberto Quental Coutinho Associate professor
Prof. Mien Jao Associate Professor
Dr. Yun Sup Shin Assistant chief
Dr. Giovanna Vessia Researcher
Dr. Lohrasb Faramarzi Researcher
Dr. Fernando Borges Bonito Invited Assistant
Dr. Fernando Borges Bonito Invited Assistant
Mr. Yongsub Jung
Hossein Ghiassian Associated Professor
John Powell
Prof. Antonio Damasco Penna Professor
Mr. Jiun-Yih Chen Geotechnical Engineer
Mr. Boris Kavur expert
Mr. Michel P. Gambin Scientific Adviser
Dr. Derek Egan Chief Engineer
Prof. Junhwan Lee Associate Professor
Research Assistant at Universty of Michigan
Dr. Tariq Bin Hamid Senior Engineer
Mr. Mohammad Mehdi Khoshbakht Marvi Senior Engineer
Prof. San-Shyan Lin Professor
Dr. Gianni Togliani Senior Geologist
Dr. Nader Shariatmadari
Dr. Bryan Anthony Mccabe Lecturer
Dr. Paulo Jose Rocha Albuquerque Professor
Dr. Unnikrishnan N Lecturer
Dr. Marcos Arroyo RESEARCHER
Prof. Ali Fakher Associate Professor
Mr. Laszlo Nagy Please reply to ISC'3 Secretariat
Dr. Ali Noorzad
Mr. Daniel Fermino Da Silva Civil Engineering
Mr. Daniel Fermino Da Silva Civil Engineering
Mr. Ehsan Seyedi Hosseininia PhD Candidate
Mr. Han Eng Low PhD Student
Mr. James Andrew Schneider PhD Student
Mr. Joek Peuchen Manager of Engineering
Dr. John Powell Geotechnical Engineer
Mr. Léon Tiggelman Consultant
Dr. Michael John Brown Geotechnics Lecturer
Prof. Renato Pinto Da Cunha Associated Professor
Prof. Zhuoying Tan Professor / PhD
Dr. Wei F Lee Research Fellow
Dr. Tara Nidhi Lohani JSPS Fellow
Mr. Katsutoshi IKEJIRI doctoral program
Dr. Sebastiano Foti Assistant Professor
Mr. Teruyuki FUJIWARA doctoral program
Prof. Rolf Sandven Professor
Prof. Yu-Hsing Wang Assistant Professor
Dr. Ian Jefferson Senior Lecturer
Assitant profesoor, Geotechnical engineering
Associate Professor, Geotechnical engineering
Dr. Ian Jefferson Senior Lecturer
Mr. Ilhan Chang Graduate student
Mr. Joowon Kim Graduate Student
Dr. Jung-Feng Chang Engineer
Mr. Jean-Paul Colonna Project Manager/Commercial Manager
Dr. Oz Yilmaz Chairman
Prof. Sandip Shantilal Trivedi
Dr. Marcel Bakker Geologist
Prof. Faek Abdelkader Hassouna Prof.
Mr. Andrew Mark Thomas Research Fellow
Dr. Thomas M.H. Lok Assistant Professor
Dr. Sungsoo Yoon Senior Researcher
Prof. Jiunnren Lai Assistant Professor
Prof. Lou C. Areias Project Director & Assistent Professor
Prof. Chih-Ping Lin Associate Professor
Prof. Wen-Jong Chang
Mr. Student
Prof. Kazimierz Garbulewski Professor
Mr. T.R. Guo Resercher
Dr. Hua You Chai Associate Prof.
Dr. Shang Yuh Lin Associate Professor
Prof. Jean Benoit Professor and Chair
Prof. Thiep Doanh Senior Researcher
Mr. Toru Takahashi Visiting Scientist
Mr. Toru Takahashi Visiting Scientist
Prof. Chih-Ping Lin Professor
Prof. Chih-Ping Lin Professor
Mr. Hee-Hwan Ryu Graduate student
Prof. Jorge Machado Carvalho Assistant Professor
Dr. Roger Wisén Consultant
Dr. James Bay
Associate Professor, Department of Civil Engineering
Assistant Professor, Department of Civil Engineering
Željko Arbanas
Dr. Toru TakahashiDr. DongSoo KimDr. ChoonByung ParkDr. Toshifumi MatsuokaDr. Toru TakahashiDr. JungHo KimDr. Rechard YelfDr. Shang-Yuh Lin Associate Professor
Prof. Mehmet Rifat Kahyaoglu Res. Asst.
Prof. Ming-Lang Lin Assistant Professor
Dr. Steve Hencher Director
Dr. Wei F Lee Research Fellow
Mr. Mohsen Sabermahani executive manager
Dr. Tom Lunne Senior Geotechnical EngineerDr. Thomas M.H. Lok Assistant Professor
Prof. Kazuo Tani Professor
Dr. Young-Chin Kim Research Fellow
Mr. François Mathijssen Senior geotechnical engineer/ PhD student
Prof. An-Bin Huang Professor
Mr. Jong-Sub Lee Assistant Professor
Dr. Hiroyuki Tanaka Asociate Professor
Prof. Don J Degroot Associate Professor
Organization Country
UBC Canada
MAA Consulting Group Taipei, Taiwan
Japan and Taiwan
South Korea
Dongguk University, Seoul South Korea
Univ College Dublin (UCD) Ireland
Hong Kong Univ. Science & Technol. Hong Kong
Hokkaido Univ. Sapporo Japan
Taiwan
Georisk Engineering, Florence Italy
Portugal and Brazil
Colorado State University USA
Laboratoire Central des Ponts et Chaussées France
Golder Associates Inc. USA
GeoDelft Netherlands
Chuo Univ, Tokyo and Taiwan Construction Res. Institute
Korean Inst. of Geoscience and Mineral Resources, Daejean
Taiwan Area Natioanl Expressway Engrg Bureau and Sinotech Engineering
Univ. of Porto and Federal Univ. Pernambuco, Recife
France
Taiwan
MALAYSIA
University of Massachusetts Amherst USA
University of Missouri-Rolla USA
Chaoynag University of Technology Taiwan
GeoServices Corporation USA
Korea
Sanborn, Head & Associates, Inc. USA
Fugro Offshore Geotechnics Netherlands
National Yunlin University of Science & Technology Taiwan
France
National Cheng Kung University Taiwan
Faculty of Engineering, Kyushu University Japan
University of California, Davis USA
Korea University Korea
The University of Western Australia Australia
Penn State University USA
Penn State University USA
In-Situ Soil Testing, L.C. USA
In-Situ Soil Testing, L.C. USA
IJB Geotechniek B.V. The Netherlands
The University of Mississippi USA
Korea
University of Wisconsin – Milwaukee USA
Georgia Institute of Technology USA
Studio Prof. Marchetti, Rome, Italy Italy
Georgia Institute of Technology USA
University College Dublin Ireland
Department of Civil Engineering Tamkang University Taiwan
Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, R.O.C.
RESEARCH CENTRE FOR SOFT SOILS (RECESS) MALAYSIA
Coastal Engineering Research Dept., Korea Ocean Research & Development Institute, Korea
CERMES (Ecole Nationale des Ponts et Chaussées/LCPC)
Korea Institute of Geoscience and Mineral Resources (KIGAM)
Georisk Engineering Italy
Germany
University of North Florida USA
The University of Hong Kong HK, China
University of Hong Kong HK, China
Shannon & Wilson, Inc. USA
EurogéoFrance
GéomatechFrance
National Taiwan Ocean University Taiwan
Dept. of Civil and Environmental Engineering, Korea Univ. Korea
Faculty of Sciences Portugal
Poland
University of Suceava Romania
Hong Kong University of Science and Technology Hong Kong
University of Newcastle Australia
S.C. Proiect S.A. Constanta, Romania Romania
S.C. Proiect S.A. Constanta, Romania Romania
University of Porto (FEUP) Portugal
Yokohama National University Japan
Sinotech Engineering Consultants, Inc. Taiwan
FRANCE
Federal university of the Rio Grande Do Sul, Brasil Brasil
Texas A&M University USA
Georisk Engineering Italy
Kyungpook National University Korea
Poland
Poland
FEUP - Departamento Engenharia Civil Portugal
France
Bechtel Corporation USA
Institutes und der Versuchsanstalt für Geotechnikder Technischen Universität Darmstadt
Department of Geotechnics Agricultural University of Poznań
Université Bordeaux1 - Centre de Developpement des Geosciences Appliquees (CDGA
Department of Geotechnics, Agricultural University / HEBO Poznań LtdDepartment of Geotechnics, Agricultural University / HEBO Poznań Ltd
CERMES (Ecole Nationale des Ponts et Chaussées/LCPC)
Indian Institute of Technology, Kharagpur India
Seoul National University Korea
Chonnam National University Korea
Korea University, Seoul, Korea Korea
Fugro France FRANCE
Universitdade de Brasilia Brazil
The University of Mississippi USA
University of Tehran Iran
UK
The University of Texas at Austin, U.S.A. USA
Faculty of Civil Engineering, Tehran University, Iran Iran
Iran
King Mongkut's Institute of Technology North Bangkok Thailand
Université Joseph Fourier France
IIT Kharagpur India
Georgia Institute of Technology USA
IGeoTest, S.L. Spain
Technical University of Catalunya (UPC) Spain
HUNGARY
Thurber Engineering Ltd. Canada
State University of Norte Fluminense - UENF Brazil
University of Massachusetts USA
Kobe University Japan
G&P Geotechnics Sdn Bhd Malaysia
University of Pretoria South Africa
Federal University of Rio de Janeiro Brazil
Universidade de Aveiro Portugal
University of Texas at Austin USA
University of Tlemcen Algeria
India
Indira Gandhi Centre for Atomic Research India
COWI A/S Denmark
Nottingham Centre for Geomechanics School of Civil Engineering University of Nottingham
Geotechnical Group, Civil Engineering Department, University of Tehran
Geotechnical Research Group for the Hungarian Academy of Sciences, Budapest, Hungary
Indira Gandhi Center for Atomic Research ,Kalpakkam, India
Gazi University Turkey
CH2M HILL Inc. USA
Natl. Taiwan Uni. of Sci. and Tech. Taiwan
POLTEGOR-INSTITUTE POLAND
Sinotech Engineering Consultans, Inc Taiwan
RESOURCES ENGINEERING SERVICES INC. Taiwan
Resources Engineering Services,Inc Taiwan
Hydro-Québec Canada
Federal Airports Authority of Nigeria, Calabar Airport Nigeria
MOTA-ENGIL, S.A. Portugal
COWI A/S Denmark
Catholic University of Pernambuco Brazil
School of Civil Engineering, University of Tehran Iran
Geotechnical Engineering, University of São Paulo Brazil
Sanborn, Head & Associates MA
Fugro Singapore Pte Ltd Singapore
Kitami Institute of Technology Japan
WPC, Inc. USA
National Taiwan Ocean University Taiwan
Khak & Sang Co. Iran
MWH Americas, Inc. USA
MWH Americas, Inc USA
CH2M HILL Inc USA
Spain
University of Aveiro Portugal
Fugro Engineers B.V. The Netherlands
University of Massachusetts USA
University of Pará Brazil
National Chiao Tung University Taiwan
Companhia Siderúrgica Nacional - CSN Brazil
GRC Geociencies Marines, Facultat de Geologia (Universitat de Barcelona)
Estadual University of Goiás Brazil
Brazil
Taiwan
Dept. of Geology, University of Tabriz Iran
Fugro Engineers B.V., The Netherlands The Netherlands
Pakistan
Poland
Laboratory of Geotechnics Belgium
Federal University of Pernambuco Brazil
Federal University of Pernambuco Brazil
Korea
ATES India
Federal University of Pará Brazil
Germany
Institute of Geotechnical Engineering,Southeast University China
University of Porto Portugal
Slovak republic
The University of Texas at Arlington USA
Golder Associates Brazil
Unesp Brazil
Universidad Tecnologica Nacional Regional Santa Fe Argentina
Dept. of Construction Eng., NTUST Taiwan
Sinotech Engineering Consultants, Inc. Taiwan
The University of Western Australia Australia
Shannon & Wilson, Inc. USA
Building Research Establishment, Watford UK
Parahyangan Catholic University Indonesia
Laboratoire Central des Ponts et Chaussées France
University of North Florida USA
Norwegian University of Science and Technology Norway
Dept. of Civil Engrg., Korea Univ., Korea R.O.Korea
Furnas Centrais Elétricas S.A & Universidade Estadual de GoiásDepartment of Civil and Ecological Engineering, I-Shou University
Civil Engineering Department, Univ. of Engineering and Tech., Lahore, PakistanDepartment of Geotechnical Engineering, Warsaw Agricultural University
School of Civil Engineering, Dong-A University, Pusan, South Korea
Technical University Bergakademie Freiberg, Institute of Geotechnical Engineering, Germany
Faculty of Naturaly Sciences, Comenius UNI, Department of Engineerig Geology,
São Paulo State University, Unesp Brazil
Department of Highways, Thailand Thailand.
Taiwan
Korea University Korea
IIT Kharagpur India
Iran University of Science & Technology (IUST) IRAN
Sweden
BME Geotechnikai Tanszék HUNGARY
Korea
University of Tabriz Iran
National Chung-Hsing University Taiwan
National Taiwan University Taiwan
School of Civil Engineering, University of Tehran Iran
Federal University of Pernambuco Brasil
Lamar University USA
Geotechnical Department Korea
Polytechnic of Bari Italy
Isfahan University of Technology IRAN
Universidade de Aveiro Portugal
Universidade de Aveiro Portugal
U.S.A.
Iran
Building Research Establishment, Watford UK
Universidade Mackenzie BRAZIL
CH2M HILL, Inc. U.S.A.
Civil Engineering Institute of Croatia Croatia
APAGEO, France France
Keller Ground Engineering UK
School of Civil & Environmental Eng., Yonsei University Korea
National Taiwan University of Science and Technology, Department of Construction Engineering
Swedish Geotechnical Institute and Chalmers University of Technology
Department of Civil and Environmental Engineering, KAIST
Department of Civil and Environmental engineering in University of Michigan at Ann Arbor
Geotechnical Department of Civil Engineering, Iran University of Science and Technology
GeoConcepts Engineering, Inc. USA
Middle East Water & Environment IRAN
Taiwan
GeoConsulting Switzerland
Iran University of Science & Technology Iran
Dept. of Civil Engineering Ireland
Universidade Estadual de Campinas - Unicamp Brazil
College of Engineering Trivandrum India
Spain
Civil Engineering Faculty, Tehran University Iran
Technical University of Budapest HUNGARY
Power and Water University of Technology Iran
Geopar Ambiental Brazil
the Londrina State University Brazil
University of Tehran Iran
The University of Western Australia Australia
The University of Western Australia Australia
Fugro Netherlands
Building Research Establishment, Watford UK
GeoDelft The Netherlands
University of Dundee UK
University of Brasília Brazil
China
Taiwan Construction Research Institute Taiwan
Japan
JAPAN
Politecnico di Torino Italy
JAPAN
Norwegian University of Science and Technology Norway
Hong Kong University of Science and Technology Hong Kong
University of Birmingham UK
Dept. of Harbor/River Eng., National Taiwan Ocean University
DEPARTMENT OF GEOTECHNICAL ENGINEERING, TECHNICAL UNIVERSITY OF CATALUNYA (UPC)
University of Science and Technology Beijing, Department of Civil Engineering, School of Civil and E
Department of Civil and Architecture Engg, Kobe UniversityGeotechnical Engineering Field, Department of Architecture and Civil Engineering Kobe University
Geotechnical Engineering Field, Department of Architecture and Civil Engineering Kobe University
University of Birmingham UK
KAIST Korea
Korea Advanced Institute of Science and Technology Korea
MAA Group Consulting Engineers TAIWAN
FUGRO FRANCE SA FRANCE
Anatolian Geophysical Turkey
Institute of Technology, Nirma University INDIA
TNO Built Environment and Geosciences Netherlands
Faculty of Engineering, Al-Minia University, EGYPT Egypt
University of Birmingham UK
University of Macau China
Samsung Engineering & Construction South Korea
Chaoyang University of Technology Taiwan
iGeotechnics & Vrije Universiteit Brussel Belgium
National Chiao Tung University Taiwan
National Chi Nan University Taiwan
Faculty of Civil Engineering, University of Rijeka, Croatia Croatia
Poland
Industrial Technology Research Institute Taiwan
China
Taiwan
University of New Hampshire USA
France
Fukada Geological Institute Japan
Fukada Geological Institute Japan
National Chiao Tung University Taiwan
National Chiao Tung University Taiwan
Korea Advanced Institute of Science and Technology Korea
FEUP Portugal
Tyréns AB Sweden
Utah University USA
Department of Geotechnical Engineering, Warsaw Agricultural University
Institute of Rock and Soil Mechanics, The Chinese Academy of SciencesDepartment of Construction Engineering, Chaoyang University of Technology
ENTPE - LGM (National School of Public Works - Geomaterial Laboratory, France)
Fukada Geological Institute Japan
KAIST Korea
KGS USA
Kyoto University Japan
Fukada Geological Institute Japan
KIGAM Korea
Georadar Research Pty. Ltd. AustraliaTaiwan
Dokuz Eylul University (DEU), TR Turkey
Taiwan
HALCROW CHINA LIMITED HKSAR, CHINA
Taiwan Construction Research Institute Taiwan
Soil Improvement Services (SIS) Inc. Iran
Norwegian Geotechnical Institute NorwayUniversity of Macau China
Yokohama National University Japan
Korea Institute of Construction Technology Korea
Royal Boskalis Westminster nv/ Delft University The Netherlands
National Chiao Tung University Taiwan
Korea University Korea
Hokkaido University Japan
University of Massachusetts Amherst USA
Chaoyang University of Technology, Department of Construction
Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, R.O.C.
Keywords
CPT, environmental testing, resistivity cone,
site characterization, soft clay, settlements, SHANSEP
excavations, failure case studies, movements
geophysics, tomography
sediments, OCR, soft deltaic clay, CPT
CPTU, full flow penetrometers, DMT, shear wave velocity profiles,
unsaturated soils, lab testing, soil-water characteristics, small-strain stiffness, triaxial tests
samplers, disturbance, comparisons, indices for quality
rock exploration, mapping, drilling, geomechanics models, engineering, TBM
Uncertainty, variability, statistics, spatial averaging, homogeneity, correlation
residual soils, background characteristics, CPT, Vs, DMT, SPT, PMT
Downhole Nuclear Gauge, Expansive Soils, Water Migration, Heave
seismic, geophone, SBP, elastic modulus,
CPT, interface friction, surface roughness, in-situ testing, shear strength
Site characterisation programmes, risk management, GeoQ framework, ground uncertainty
Landslide characterization, zonation, Hungtsaiping, topography, aerial photograph, PIV
Stabilised clay, shear wave velocity, bender elements.
hydraulic conductivity, sand aquifer, slug testing, monitoring wells
Pavement Subgrade; Falling Weight Deflectometer; Resilient Modulus
Landslide, InSAR
Plume, BAT sampler, multi-port wells
resistivity cone, capacitance, subsurface contamination, heavy metal, diesel fuel
Drilling parameter recorder, DPR, rock quality designation, Sanborn, Head & Associates, Inc., University of New Hampshire
In-situ Penetration Test, T-bar Penetration Test, Ball Penetration Test
inclinometer, interpretation, sliding behavior, Woo-wan-chai landslide area
pressuremeter, sand, liquefaction, cyclic behaviour, triaxial test
SPT, rodless SPT, down-hole hammer, Newton’s pendulum.
ground water, coefficient of permeability, direct push technology, sand, seepage analysis
full flow peneterometer, soft clay, undrained shear strength, remolded shear strength, ball penetrometer
Disturbance, Shear modulus, Shear stiffness, Shear waves, Small strain
seismic CPT, liquefaction, sand, shear modulus
uCPT, pore pressures, permeability, liquefaction, cyclic mobility
permeability, on-the-fly, profiling, permeameter, vision cone
Wire-line, dilatometer, cone penetration test, standard penetration test, sampling, case studies
Rock Shear Test, Shear Strength, Case Studies
Please reply to ISC'3 Secretariat
permeability, acoustics, characteristic frequency
Dilatometer, Seismic, Resistivity, Hybrid device, Site characterization
miniature cone penetrometer, continuous intrusion, sensitive clays, piezocone, probabilistic soil classification
continuous, shear wave velocity, seismic cone penetration, downhole, piezocone
Seismic Dilatometer SDMT, Flat Dilatometer DMT, Shear Wave Velocity Vs, G-gamma Curves, Liquefaction
automated shear wave seismic source, seismic cone penetration, SCPT, seismic dialtometer, SDMT
video cone, soil moisture probe, full flow penetrometers, bothkennar, soft silty clay
anchor, acoustic monitoring system, wave propagation, failure criteria
Homogeneous stratigraphic units, CPTU, statistics, uncertainty
Rock slopes, large-scale waviness, sheeting joints, Hong Kong Granite, 3-D Laser scanning
Fuzzy-Neural; Liquefaction; CPT
Cementation, Confining pressure, Cementation level, Friction angle, Cohesion intercept
geotechnical investigation, geotechnical database, subsurface model, Lisbon
CPTU, DMT, varved clays
breaking surface, ultimate equilibrium
aging effect; decementation; small-strain dynamic properties; acoustic emission; force-chain homogenization
cPTU, geological, sequence, stratigraphy, morphodynamics
classification, system, criteria
value, area, print
Residual Soils, strutted retaining structure
Mudstone, Full-Scale Behavior, Field Test, Laboratory Test, Down Hole, Triaxial Test,
pumping test, group wells, groundwater monitoring, piezometer, Taipei Basin, MODFLOW
Geotechnic, settlement, ground reinforcement, data base, 3D model, FEM.
tailings, piezocone, partial drainage
settlement, soil properties, bayesian, cone penetration, statistical analysis
marl, cementation, penetrometer, CPTU, classification, statistics, uncertainty, homogeneity
ground settlement, artificial neural network, tunnel excavation
Granite Residual Soils, Pressuremeter, FEM Modeling
pressuremeter, sand, state parameter, liquefaction, thick cylinder expansion test
piezocone, soil classification, cone penetration test, cluster
L/D ratio, geometry, cavity expansion, drained
Cone penetration test, Dilatory dissipation, coefficient of consolidation
Neural Network, Piezocone, Undrained shear strength, UU
stress history, cone resistance, state paramter, calibration chamber
CPT, sands, shallow penetration
porous clay, seasonal variation, suction, in-situ tests
permeability, piezocone, large strain, critical state
pile driving analysis, CAPWAP. energy formula, in situ measurement
Cone Penetration Test, Layered Soil
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Micropile, Full scale loading test, numerical modeling, Sandy soil, Clayey soil, Mixed soil
Dynamic Probing, repeatability, site investigation and statistical distribution
Anisotropy, Clay, Elastis stiffness, In-situ testing, Laboratory testing
Electrical survey, Pressuremeter, inverse analysis, stability
fabric, depositional environment, compressibility, geologic age, liquefaction.
clays, cavity expansion, critical state, piezocone, dilatometer
pressuremeter, numerical simulation, structure, bonding
CPT, monotonpus, disspation, interpretation
SPT, energy correction, energy transfer ratio
Piezocone, Cluster Analysis, CPTU
Standard Penetration Test, SPT,
Peaty soils, residual soils, backfill materials, very soft fine soils, cone petration testing
surface wave seismic test, foundation settlement
soft clay, in situ tests, laboratory tests,
Self-boring Pressuremeter Tests, in situ tests, “Aveiro Clay”, in situ stress, k0, OCR.
Large-Scale Mobile Shakers, Liquefaction, Nonlinear Dynamic Properties, Shear Wave Velocity Profiling
Expansive soils, Swell, Shrink, Mapping, SIG
PFBR , Kalpakkam, Dynamic Modulus of Elasticity,Deformation modulus,allowable bearing capacity,Cross hole Seismic tests, Concrete Rock Interface Shear Tests
Characterization, Site specific Investigation, Seismic Refraction survey, Seismic Cross hole survey, Pressure meter test, Single Packer test, Bead rock
Limestone, borehole logging, televiewer, characterisation
SPT, Rod Energy Ratio (ER)
Borehole Shear Test, Slope Stability, In-situ Testing
Artifical ijection, Gravel aquifer, Chingmei formation
landslides, ground movements monitoring, pore pressure measurements, GPR scanning, laboratory tests, in-situ tests, slope stability, landslide counteraction
fractured rocks, hydraulic properties, double packer test
case studies, deep canyon, in-situ testing, geophysical techniques, vibrocompaction
Shallow depth, Turning Towers, Correlation, Strata, Vane Shear Values.
DMT, Earthfill, Settlements
soft marine clay, immersed tunnel, ground investigation, laboratory testing, cpt testing
Corals, SPT, CPT
SPT Energy Ratio, Shear wave velocity, Seismic cone (SCPT)
Geoenvironmental site investigation, Tropical soils, Goundwater contamination, Geoelectrical survey, Monitoring wells, Soil samples
piezocone, dilatometer, field vane, sensitive clay, landfill, stability, finite element model
deepwater, offshore drilling, XP PCPT, piezocone penetrometer, soil properties, calcareous
Methane hydrate, Lake Baikal, Physical properties test, Uniaxial compression test, Laboratory vane shear test
vibro-compaction, CPT, fill, densification, settlement, liquefaction
sand compaction pile, coal ash, ground improvement
Deformation, Elasticity, Dilatometer
In-situ; Borehole shear test; Clayey shale; Shear strength.
Seismic refraction; Spectral analysis of surface waves; Becker penetration test; Alluvium; Investigation; Liquefaction.
undrained shear strength, consolidating marie clay, piezocone test, field vane shear tests, K0 consolidated undrained triaxial tests
overpressure, piezocone, upper slope, Gulf of Lion
Ground Penetrating Radar, geophysical prospecting, stiff clays.
Cone Pressuremeter Test (CPMT), Seismic Cone Penetration Test (SCPT), Shear Modulus, Shear Wave Velocity, In-situ Testing
in situ test, dilatometer, spade cell, clays, soil properties
CPT, DMT, SPT, unsaturated, bored piles
flat dilatometer, piston sampling, soil density, undrained strength
Iron Tailings, Vane Tests (FVT) and Cone Penetration Tests (CPTU)
CPT, Residual Soils, Geomechanical ParametersSite Characterization
FLAT DILATOMETER , CORRELATIONS
reclaimed land, hydraulic filling, liquefaction, earthquake
Cone penetration test, in-situ tests, site investigation, undrained shear strength, Lamerd city
Cone Pressuremeter Test (CPMT), Seismic Cone Penetration Test (SCPT), OverconsolidatedGlacial Clay, Shear Modulus, Shear Wave Velocity, In-situ Testing
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dilatometer test, organic soils, staged embankment, undrained shear strength, deformation parameters.
CPTU, underwater dam, layers, axes
Geotechnical Investigation, Soft Clay, Sampling, Laboratory and In Situ Tests.
Geotechnical Investigation, Piezocone Test, Organic Soft Clay.
Borehole shear test (BST), Borehole plate load test (BPLT)
Pressuremeter, Stress-Deformation, Ground mass, Himalaya region, In situ investigation
CPT, DMT, SPT, Piles, Unsaturated
large scale footing test, in-situ measurements, settlements, stiffness, mudstone, laboratory tests
Residual soils from granite, footings, settlement evaluation
pressuremeter test, dilatometer test, modulus of the rock mass, sanitation, grouting
In situ testing, cone penetration test, pressuremeter test, seismic cone penetration test, quality control, cement column
Piezocone, geology interpretation, soil stratigraphy
SCPT, tropical soils, unsaturated soils, genesis, maximum shear modulus, point resistance, Go/qc ratio
hydraulic fill, control, SPT
Artificial injection, Aquifer, Taipei basin
borehole imaging, high resolution acoustic televiewer, geotechnical exploration.
clayshale, slaking, Packer test, Pressuremeter test, Ultrasonic test, modulus
CPT, loading test, elastic modulus
in-situ test, calibration chamber, K0 consolidation, flexibel double wall, single increment method
Sensitive clays, CPTU, interpretation, laboratory tests
Site Characteristics, Undrained Shear Strength, Maximum Shear Modulus. CPTu, DMT
Piezocone(CPTU); Overconsolidation ratio (OCR);Quaternary clay deposits;Cone resistance; Pore pressure,Jiangsu of China
in situ test; SPT-T; torque measurement, sampler, rod, rotation angle
Cone penetration test, In-Situ test, Undrained shear strength, and Vane shear test
CPTu, Soil classification chart, piezocone, liquefaction potential
Calibration chamber test, Cone resistance, Particle size, Compressibility, Silica sand
Standard Penetration Test, Cone Penetration Test, Undrained shear strength, Inherent anisotropy, Back analysis.
Dilatometer, Plate Load, Deformability Modulus, Rock Mass
piezocone, vane, shear strength, model test, stress condition
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neural network (ANN), flat dilatometer test (DMT), undrained shear strength
Cone penetration test, in-situ tests, site investigation, undrained shear strength, Lamerd city
Gravelly soil, Liquefaction, Large Hammer Penetration Test, Shear wave velocity
Cone penetration test, sand, fines content, liquefaction
Low-cost in-situ tests, Swedish Wight Sounding Test (SWST), Dynamic Probing (DP)
In situ test, Dilatometer test, Geotechnical Parameters, Sand Soil, Liquefaction Potencial Evaluation.
Texas cone penetrometer, Undrainded shear strength, Blow count, Soil property
piezocone penetration tests, standard penetration tests, driving resistance tests of the vertical drain, dissipation tests
Down-Hole tests, Nspt-Vs relationship, multiple regression analyses, soil dynamic characterization
Plate Loading Test, Dilatometer Test, Deformation Modulus, Test Gallery, Interpretation, Damaged Region, Rock Mass.
SCPtu, DMT, soft soils, geotechnical parameters
CPtu, DMT, dissipation test, consolidation, hydraulic condutivity, oedometer, Rowe Cell, anisotropy
Cone penetration test, Image processing, Soil classification, Grain size.
DMT, Settelements, Floor slabs
augered cast-in-place pile, piezo-cone penetration test, downdrag, static pile load test
cone penetration test, interpretation of CPTU results
Lab tests, in situ tests, foundation design
stone columns, ground improvement, vibro replacement, CPT
CPT, cone resistance, friction angle, footing, bearing capacity, surcharge
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Pile dynamic testing, PDA, CAPWAP, Wave equation analysis, Bearing capacity
CPT, Drilled Shaft, Driven Pile, Bearing Capacity
CPT, CPTU, Ultimate Resistance, Allowable Resistance
Shaft bearing capacity, static pile load tests, dynamic tests, CAPWAP, Standard penetration test
pile t-z curve silt shear wave velocity
Ménard pressuremeter - Load tests - Prediction
Geotechnical Investigation, Clent, Consultant, foundation
SDMT, stiffness, numerical analysis, excavation, monitoring
Coarse grain alluvium; in-situ direct shear test, Tehran alluvium, Geological classification, Geotechnical properties, geological–geotechnical classification
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Bearing capacity, pile foundation, reliability, uncertainty, standard penetration test
Tropical Soils, DPL, DPSH
Tropical Soils, DPL, DPSH
pile driving analysis, CAPWAP. energy formula, in situ measurement
twitch test, penetration rate effect, partial consolidation, piezocone, T-bar, ball penetrometer
piezocone, soil behaviour type, partial consolidation, silt
standards, in-situ testing, pressuremeter
sounding, ring investigation
Rate effects, Cone Penetration Testing (CPT), piles, clay, glacial till, Statnamic
SPT, Tropical Soil, Pile Capacity, CFA Pile
Diamond drilling; specific energy of rotary penetrating; granite formation; classification of rock mass in real time
Resistivity Imagine Profiling, Forensic Investigation, Subway Tunnel, Ground Improvement
Shear modulus, benders, PRBS, wave propagation
soft rock slopes,the strength at the slip surface,natural gamma-ray intensity
Geophysical tests, surface waves, seismic tests, inverse methods
PS-logging, Seismic survey, Diluvial deposit, long-term settlement, Pleistocene clays, Bender elements
Geophysical methods, resistivity soundings, geotechnical soundings, soil mapping, interpretation, sensitive clays
permittivity; free and bound water polarization; spatial polarization; surface conduction
Geophysics, ground improvement, assessment, insitu
Geophysics, site investigation, collapse potential, loess
reclaimed clay, consolidation, design parameter, shear wave
elastic wave, experimental analysis, time-dependent behavior, stiffness, strength
offshore site investigation, seismic survey, chirp sonar profiling
dredgeability, dredging, marine, refraction, resistivity, surface wave, cable, pipeline, harbour , burial assessment, geotechnical, geophysical.
Seismic survey, integrated approach, geotechnical modeling, case study
Geotechnical site characterization, MASW test, Seismic Refraction test, S-wave velocity, p-wave velocity, velocity profiles
horst-graben structure, hydrogeology, building site development, ground-penetrating radar (GPR), radar facies, Consolitest, shear wave velocity
electrical reisistivity, clay, physical, mechanical properties
Time domain reflectometry, TDR, iron furnace material, historic railway, anthropogenic fill
crosshole, downhole, bender element, wave velocity, marine clay
surface wave method, passive source, dispersion curve, seismic receiver array, frequency-wavenumber analysis
Impact source, Cross-hole, Seismic test.
SCPT test, seismic cone, dynamic response, coupling load
surface wave, multi-channel analysis of surface wave (MASW), lateral heterogeneity
Surface waves, Wavelet, Hilbert-Huang Transform, Spectrum Analysis of Surface Waves
landslide, flysch, site investigations, geophysics, remedial works, observational methods
geophysical method, electrical measurement, dam safety
Hot spring resources investigation, Resistivity Image Profiling, Magnetotelluric survey
Surface waves scattering waves spectrum, cavity, dispersion
piezocone, formation factors, electrical resistivity, anisotropy
landfill, in-situ dynamic characterization, ambient noise vibration, environmental risk analysis
Rock physics, Shallow geophysics
Geophysics, Rock engineering, Suggested methods
electrical resistivity tomography (ERT), dam leakage
surface wave, multi-channel analysis of surface wave (MASW), wavefield transformation, dispersion curve
rock mass, Q-system, resistivity, permeability
Residual soils, geophysical surveys, frequency domain
surface waves, marine site characterization, inverse modeling
Ground Penetrating Radar、non-destructive detection、thrush fault zone、GPR images.
Geophysical investigations, stabilizing piles, inclinometer measurements
Earthquake-induced landslide; Colluvium; Surface displacement, integrated site investigation.
LANDSLIDE WEATHERED GRANITE SINKHOLE UNDERGROUND STREAMS GEOPHYSICS RESISTIVITY RADAR GRAVITY
Soil Liquefaction, Ground Failures, Level Two Earthquake, Strong Ground Motion
Micropile-Full scale loading test-Numerical modeling- Sandy soil-Clayey soil-Mixed soil
sampling disturbance, marine clay, compressibility, Rowe cell, bender element
sampling, polymer, triaxial compression test
large diameter sampler, undisturbed samples, sampling, laboratory test
sample disturbance, material behaviour, peat, organic clay, sampling methods, extraction methods, sample preparation
soil sampliing, cone penetration test, undrained strength
Disturbance, Sampling, Shear waves, Stress changes, Thin-walled tube sampler
Sample quality, Soft clay, Suction, Bender element, Shear wave velocity
Drilling, sample disturbance, soft clays
Ground Penetrating Radar、non-destructive detection、thrush fault zone、GPR images.