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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




Website for order: www.taylorandfrancis.com


Equipment /Methods 36 Email-2





Equipment /Methods 41 12607

Equipment /Methods42 12607

Interpretation & data 1 A03-003












































Interpretation & data 45 Email-6

Case histories 1 A03-074
































Case histories 63 Email-5

Case histories 64 Email-9

Case histories 65 12607

Correlations 1 A03-044


























Correlations 27 Email-4

Correlations 28 12607

Design & standards 1 A03-017
























Design & standards 29 12607





Forensic Investigation 224 A04-017

Geophysical testing 1 A04-026





































Geophysical testing 37









Natural disaster 174 A03-038




See A01-58 in Data Anal. 160 A03-022

Sample disturbance 1 A00-000ASample disturbance 2 A04-006

Sample disturbance 3 A04-007







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


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


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


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


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



U.S.A.

Iran


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



Fugro Netherlands


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


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 Macau China

Samsung Engineering & Construction South Korea

Chaoyang University of Technology Taiwan

iGeotechnics & Vrije Universiteit Brussel Belgium


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




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)


KAIST Korea

KGS USA

Kyoto University 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



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


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


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


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


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


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.

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