SEDL / Topics / Construction / All GTJ

• Dielectric Measurement of Soil-electrolyte Mixtures in a Modified Oedometer Cell Using 400 kHz to 20 MHz Electromagnetic Waves
• The Pocket Erodometer Test: Development and Preliminary Results
• Measurement of Total Soil Suction Using Filter Paper: Investigation of Common Filter Papers, Alternative Media, and Corresponding Confidence
• On The Shear Behavior of Ballast-Geosynthetic Interfaces
• Inclined Tensile Load Testing on Short Drilled Shafts
• Seismic and Resistivity Measurements for Real-Time Monitoring of Microbially Induced Calcite Precipitation in Sand
• Strain Gage Analysis for Nonlinear Pile Stiffness
• Time-Lapse Monitoring of Fabric Changes in Granular Materials by Coda Wave Interferometry
• Laboratory Simulation of the Stresses Within Inclined Stopes
• A Thermo-Hydro-Mechanical True Triaxial Cell for Evaluation of the Impact of Anisotropy on Thermally Induced Volume Changes in Soils
• A Digital Image-Based Deformation Measurement System for Triaxial Tests
• Application of Multi-Directional Flow Consolidometer for a Constant Rate of Strain Consolidation Test Under Various Drainage Conditions
• Resistance of Short, Stiff Piles to Multidirectional Lateral Loadings
• Axial Behaviour of Hollow Core Micropiles Under Monotonic and Cyclic Loadings
• A Small, Lightweight Borehole Receiver for Crosshole and Downhole Seismic Testing
• Instrumented large scale subsurface liquid injection model for bioreactor landfills
• The Effect of Contact on the Filter Paper Method for Measuring Soil Suction
• Temperature Effects on Suction Measurement Using the Filter Paper Technique
• Field-Scale Evaluation of Lysimeters Versus Actual Earthen Covers
• Random Uncertainty in the Measurement of Matric Potential Using the Miniature Tensiometer
• Soil Fabric and Soil Water Retention Curve of a Compacted Silt-Bentonites
• The Influence of Changes in Water Content on the Electrical Resistivity of a Natural Unsaturated Loess
• Matric Suction Measurement of Unsaturated Soils With Null-Type Axis-Translation Technique
• A Transient Water Release and Imbibitions Method for Rapidly Measuring Wetting and Drying Soil Water Retention and Hydraulic Conductivity Functions
• In Situ Matric Suction and Moisture Content Measurements in Expansive Clay during Seasonal Fluctuations
• A Cost Effective Triaxial Test Method for Unsaturated Soils
• Influence of Hydraulic Hysteresis on the Shear Strength of Unsaturated Soils and Interfaces
• Climatic Chamber With Centrifuge to Simulate Different Weather Conditions
• A Modified Oxygen Consumption Test to Evaluate Gas Flux through Oxygen Barrier Cover Systems
• Multistage Triaxial Testing to Estimate Effective Stress Relationships for Unsaturated Compacted Soils
• Validation of a Centrifuge Permeameter for Investigation of Transient Infiltration and Drainage Flow Processes in Unsaturated Soils
• Strength and Stiffness Characteristics of Unsaturated Hydrophobic Granular Media
• A New Method for Soil Water Characteristic Curve Measurement Based on Similarities Between Soil Freezing and Drying
• Microporous Membrane Technology for Measurement of Soil-Water Characteristic Curve
• Image Analysis of Strains in Soils Subjected to Wetting and Drying
• Application of a Suction Control System in the Method of Specimen Saturation in Triaxial Tests
• Measurement of Stress Changes Using a Compact Conical-ended Borehole Monitoring
• Four Electrode Resistivity Probe for Porosity Evaluation
• Development and Evaluation of Relative Compaction Specifications Using Roller-Based Measurements
• Resonant Column Test for Unsaturated Soils With Suction–Saturation Control
• Shear Viscosity of Clays in the Fall Cone Test
• Experimental Investigation of the Combined Load Response of Model Piles Driven in Sand
• An Evaluation of Real-Time Deformation Monitoring Using Motion Capture Instrumentation and Its Application in Monitoring Railway Foundations
• Simple Techniques for the Estimation of Suction in Compacted Soils in the Range of 0 to 60,000 kPa
• Enhanced Measurement of Geosynthetic Interface Shear Strength Using a Modified Inclined Plane Device
• Local Displacement Transducer With Anderson Loop
• A Novel Image-Capturing Technique for the Experimental Study of Soil Deformations During Compaction
• Thick-Walled Cylinder Testing of Clays for the Study of Wellbore Instability
• New Three-Way Split Mold Design and Experimental Procedure for Testing Soft, Grouted Soils
• Centrifuge Modeling of In situ Surfactant Enhanced Flushing of Diesel Contaminated Soil
• Towards a Tensiometer Based Suction Control System for Laboratory Testing of Unsaturated Soils
• Microstructural Interpretation of Water Content and Dry Density Influence on the DC-Electrical Resistivity of a Fine-Grained Soil
• Reliability Analysis of CPT Measurements for Calculating Undrained Shear Strength
• A Transparent Sand for Geotechnical Laboratory Modeling
• A Stress-controlled Erosion Apparatus for Studying Internal Erosion in Soils
• Static and Dynamic Behavior of Hydro-Collapsible Soils
• Characterization of Transparent Soil for Unsaturated Applications
• Non-isothermal moisture movement in unsaturated kaolin: An experimental and theoretical investigation
• A Temperature Controlled Triaxial Apparatus for Testing Unsaturated Soils
• Strength and Small-Strain Stiffness Characteristics of Unsaturated Sand
• Determination of the Soil-Water Retention Curve and the Hydraulic Conductivity Function Using a Small Centrifuge
• Estimating Water Retention Characteristics of Sands from Grain Size Distribution using Idealized Packing Conditions
• A Flexible Wall Permeameter for the Determination of the Water Permeability Function in Unsaturated Soils
• A Servo/Suction-Controlled Ring Shear Apparatus for Unsaturated Soils: Development, Performance, and Preliminary Results
• Thermal and Electrical Response of Unsaturated Hydrophilic and Hydrophobic Granular Materials
• A Method to Measure the Relative Brine Release Capacity of Geologic Material
• Measurement of Small-Strain Shear Moduli of Partially Saturated Sand During Infiltration in a Geotechnical Centrifuge
• A Laboratory Procedure for Measuring High Soil Suction
• Shear Modulus and Damping Ratio of Unsaturated Kaolin Measured by New Suction-Controlled Cyclic Triaxial Device
• An Adapted Ring Shear Apparatus for Testing Partly Saturated Soils in the High Suction Range
• Development of a Laboratory Procedure to Evaluate the Consolidation Potential of Soft Contaminated Sediments
• Effects of Testing Procedures on the Laboratory Determination of Swell Pressure of Expansive Soils
• Assessment of the Coefficient of Lateral Earth Pressure at Rest (K_o) from In Situ Seismic Tests
• Development of a Substructure Instrumentation System at the New I-10 Twin Span Bridge and Its Use to Investigate the Lateral Behavior of Batter Piles
• Evaluation of In Situ Characterization Techniques for Pavement Applications of Portland Cement-Stabilized Soil
• In Situ Testing of Soft Soil at a Case Study Site with the Self-Boring Pressuremeter
• Accelerated Laboratory Pavement Model Test on Cemented Base and Clay Subgrade
• A New Technique to Measure the Trajectory of Drag Anchors in Soils
• Centrifuge Test to Assess the Seismic Compression of Partially Saturated Sand Layers
• Influence of Curing Time on the Resilient Modulus of Chemically Stabilized Soils
• A Slurry Consolidation Approach to Reconstitute Low-Plasticity Silt Specimens for Laboratory Triaxial Testing
• Impact of Soil Magnetic Properties on Moisture Content Prediction Using TDR
• Water Content Measurement in Expansive Soils Using the Neutron Probe
• A Rigid-Flexible Boundary True Triaxial Apparatus for Testing Soils in a Three-Dimensional Stress State
• Liquefaction Study of Heterogeneous Sand: Centrifuge
• Effect of Sample Size on the Behavior of Granular Materials
• A Comparison of Simultaneously Recorded Machine Drive Power and Compactometer Measurements
• Performance of a Cubical Triaxial Apparatus for Testing Saturated and Unsaturated Soils
• Axial Response and Bearing Capacity of Tapered Piles in Sandy Soil
• A Fiber Optic Sensored Triaxial Testing Device
• Measurement of Coefficient of Consolidation During Reconsolidation of Liquefied Sand
• On the Design of Instrumented Double-Wall Model Piles Used to Investigate Plugging of Open-Ended Pipe Piles
• Experimental and Numerical Study of the Effect of an Oversize Particle on the Shear Strength of Mined-Rock Pile Material
• A New Pressurized Vane Shear Apparatus
• Regression Models for Validating Cyclic Triaxial Test Results
• Undrained Response of Clay in Hollow Cylinder Expansion Tests
• Laboratory Apparatus and Procedures for Preparing Test Specimens of Slurry Mixed Soils
• Measurement of Gas Permeability in Geosynthetic Clay Liners in Transient Flow Mode
• Stress Concentration Ratio of Model Stone Columns in Soft Clays
• Hydraulic Conductivity Determination of Compacted Sand-Bentonite Mixture Using Filter Press
• Laboratory Determination of Direct Tensile Strength and Deformability of Intact Rocks
• Effects of Temperature on Measurements of Soil Water Content with Time Domain Reflectometry
• Water Characteristic Curves of Recycled Materials
• Low Viscosity Pore Fluid to Manufacture Transparent Soil
• Hydraulic Properties of Asphalt Concrete
• New Method of Full-Field Stress Analysis and Measurement Using Photoelasticity
• Shear Wave Measurements Using Bender Elements in Argillaceous Rocks
• A Consolidation and Contaminant Transport Device for Assessing Reactive Mat Effectiveness for Subaqueous Sediment Remediation
• A Shear Wave Velocity Tomography System for Geotechnical Centrifuge Testing
• Laboratory Performance Comparison of Stabilized Undercut Subgrade Under Cyclic Loading
• Preparing Very Loose Granular Triaxial Specimens by Ex Situ Freezing
• Effects of Membrane Compliance on Pore Water Pressure Generation in Gravelly Sands under Cyclic Loading
• Calibration of Equipment Damping in a Resonant Column and Torsional Shear Testing Device
• Large Scale Laboratory Testing of Low Mobility Compaction Grouts for Drilled Shaft Tips
• Assessment of the Modified CUAPS Apparatus to Estimate In Situ Properties of Cemented Paste Backfill
• An Evaluation of Fouled Ballast in a Laboratory Model Track Using Ground Penetrating Radar
• Experimental and Theoretical Studies of Vertical Piles Reinforced Sand Slopes Loaded with Strip Footing
• Real-Time Diagnosis Method of Compaction State of Subgrade during Dynamic Compaction
• Reduction of Earth Pressure on Buried Pipes by EPS Geofoam Inclusions
• Spatial Deformation Measurement Using Transparent Soil
• An Experimental Technique for Determining the Hydraulic Properties of Unsaturated Pyroclastic Soils
• Particle Elongation and Deposition Effect to Macroscopic and Microscopic Responses of Numerical Direct Shear Tests
• Specific Gravity of Expansive Chromium Ore Processing Residue with Complex Microstructure
• Liquefaction of Heterogeneous Sand: Centrifuge Study
• Modified Direct Shear Apparatus for Unsaturated Sands at Low Suction and Stress
• Laboratory Study of Soft Soil Improvement using Lime Mortar-(Well Graded) Soil Columns
• A New Alternative for Estimation of Geotechnical Engineering Parameters in Reclaimed Clays by Using Shear Wave Velocity
• Temperature-Compensated Cone Penetration Test Mini-Cone Using Fiber Optic Sensors
• In Situ Dynamic Model Test for Pile-Supported Wharf in Liquefied Sand
• Development of a Portable Probe for Field and Laboratory Measurement of Low to Medium Values of Soil Suction
• Effect of Permeant Water on the Hydraulic Conductivity of Exhumed GCLs
• Performance Tests for the Selection of Fabrics and Additives When Used as Geotextile Bags, Containers, and Tubes
• Constant Rate of Loading Test on Ultra-Soft Soil
• An Oedometer for Studying Combined Effects of Temperature and Suction on Soils
• Recommended Practice for Full-Flow Penetrometer Testing and Analysis
• A Geosynthetic Modular Block Connection Creep Test Apparatus, Methodology, and Interpretation
• Interpretation of Resistivity Piezocone Tests in a Contaminated Municipal Solid Waste Disposal Site
• Preparation of a Large Size Granular Specimen Using a Rainer System with a Porous Plate
• Determination of Plastic and Liquid Limits Using the Reverse Extrusion Technique
• True Triaxial Piping Test Apparatus for Evaluation of Piping Potential in Earth Structures
• Small-Strain Shear Modulus and Strength Increase of Cement-Treated Clay
• A Transparent Water-Based Polymer for Simulating Multiphase Flow
• Matric Suction Measurement in Stress Path Cyclic Triaxial Testing of Unbound Granular Base Materials
• Field Behavior of a Geogrid Reinforced Soil Retaining Wall with a Wrap-Around Facing
• Residual Strength of Liquefied Sand Measured in a Ring Shear Device
• The Development and Testing of an Instrumented Open-Ended Model Pile
• New Methodology for Source Characterization in Pulse Velocity Testing
• Learning Method for In-Situ Soil Classification Based on Texture Characteristics
• Development of a Modified Axis Translation Technique for Measuring SWCCs for Gravel Soils at Very Low Suctions
• Re-evaluation of Laboratory Cone Penetration Method for High Liquid Limit Based on Free Swell Property of Soil
• Image Analysis for the Quantification of a Developing Crack Network on a Drying Soil
• Laboratory Evaluation of Geogrid Base Reinforcement and Corresponding Instrumentation Program
• On the Measurement of Water Pressure in Soils with High Suction Tensiometers
• Novel Computer-Controlled Saturation of Dynamic Centrifuge Models Using High Viscosity Fluids
• Evaluation of Soil-Geogrid Pullout Models Using a Statistical Approach
• Modified Pressure Plate Apparatus and Column Testing Device for Measuring SWCC of Sand
• Direct Tensile-Shear Test (DTS) on Unsaturated Kaolinite Clay
• Generalized Fitting Parameters of Three Permeability Functions for Predicting Water Coefficient of Permeability of Lateritic Soil
• Evaluation of Practical Procedure for Compaction Density and Unit Weight of Rockfill Material
• Laminar Box System for 1-g Physical Modeling of Liquefaction and Lateral Spreading
• Development of a Large-Scale Infiltration Tank for Determination of the Hydraulic Properties of Expansive Clays
• A Miniature Falling Weight Device for Non-Intrusive Characterization of Soils in the Centrifuge
• Influence of Local Site Conditions on the Reliability of Fundamental-Mode Surface Wave Inversion Methods
• Design and Evaluation of Two Laboratory Tests for the Nets of a Flexible Anchored Slope Stabilization System
• Vertical Pullout Test for Measurement of Soil-Geomembrane Interface Friction Parameters
• Micro-Cone Penetrometer for More Concise Subsurface Layer Detection
• Linear Regression Models for Predicting Liquefaction during Cyclic Triaxial Testing
• Measurement of Roller Compactor Induced Triaxial Soil Stresses and Strains
• A Large-Scale Triaxial Apparatus for Prototype Railroad Ballast Testing
• Critical Evaluation of Determining Swelling Pressure by Swell-Load Method and Constant Volume Method
• Suction Measurements as Indicators of Sample Quality in Soft Clay
• Proposed Protocol for Characterizing a Clay Layer Subjected to Bending
• An Improved Rotating Cylinder Test Design for Laboratory Measurement of Erosion in Clayey Soils
• A Review of the No Erosion Filter Test
• A Rockfill Triaxial Cell with Suction Control
• Determination of Selected Geotechnical Properties of Soil Using Electrical Conductivity Testing
• Comparison of Light Weight Deflectometer Measurements for Pavement Foundation Materials
• Standardization of Test Procedure for Tension Test on Coir Yarns and Woven Coir Geotextiles
• A New Ring Shear Device to Measure the Large Displacement Shearing Behavior of Sands
• Model Footing Load Tests on Soft Rocks
• A Framework Interpreting Bender Element Tests, Combining Time-Domain and Frequency-Domain Methods
• Analysis of Radial Consolidation Test Data Using a log-log Method
• Interpreting Slug Tests with Large Data Sets
• An Instrumented Flume to Investigate the Mechanics of Rainfall-Induced Landslides in Unsaturated Granular Soils
• Residual Fluid as a Source of Error in Bubble Point Testing
• Characterizing Bond Breakages in Cemented Sands Using a MEMS Accelerometer
• Using High Speed Video Imaging in the Study of Cracking Processes in Rock
• Pile Settlement and Uplift in Liquefying Sand Deposit
• Development of a Direct Simple Shear Apparatus for Peat Soils
• An Empirical Relationship for Determining Shear Wave Velocity in Granular Materials Accounting for Grain Morphology
• Evaluation of Shear Wave Velocity Based Soil Liquefaction Resistance Criteria by Centrifuge Tests
• Estimation of the Apparent Permeability in the Dynamic Centrifuge Tests
• Membrane Penetration Remedy for the Testing of Lightly Cemented Scrap Rubber Tire Chips
• Shear Load Tests on Stone Columns With and Without Geosynthetic Encasement
• Evaluation of Rock Bolt Integrity using Guided Ultrasonic Waves
• An In Situ Test Method for Evaluating the Coupled Pore Pressure Generation and Nonlinear Shear Modulus Behavior of Liquefiable Soils
• Modified Ohio’s Curves: A Rapid Estimation of Compaction Curves for Coarse- and Fine-Grained Soils
• Indirect Diametrical Tensile Testing with Internal Displacement Measurement and Stiffness Determination
• A Revised Contact Filter Paper Method
• Characterization of Locked Sand from Northeastern Alberta
• Profiling of Heterogeneous Soil Using the Nuclear-Density Cone Penetrometer
• Methylene Blue Surface Area Method to Correlate with Specific Soil Properties
• Determination of Diffusion Characteristics of Intact Rock Mass: A Critical Evaluation
• Soil Stiffness Evaluation for Compaction Control of Cohesionless Embankments
• Direct Shear Testing of a Marginal Material Using a Large Shear Box
• A New Technique for Monitoring Movement of Buried Objects Using an Electrode Switching System
• EIT Oedometer: An Advanced Cell to Monitor Spatial and Time Variability in Soil with Electrical and Seismic Measurements
• New Slurry Displacement Method for Reconstitution of Highly Gap-Graded Specimens for Laboratory Element Testing
• Potential Phase Unwrapping Errors Associated with SASW Measurements at Soft-Over-Stiff Sites
• Large-Scale Model Footing Tests on Geogrid-Reinforced Foundation and Marginal Embankment Soils
• A Miniature Cone for Measuring the Slump of Soil-Bentonite Cutoff Wall Backfill
• Sand-to-Concrete Interface Response to Complex Load Paths in a Large Displacement Shear Box
• A Computer-Controlled Triaxial Test Apparatus for Measuring Swelling Characteristics of Reconstituted Clay-Bearing Rock
• A Polyaxial System for Testing of Jointed Rock Mass Models
• Calibration Chamber Modeling of Compaction Grouting
• Measurement of Normal Pressures and Friction Forces Acting on Buried Pipes Subjected to Cyclic Axial Displacements in Laboratory Experiments
• Prediction of Effective Porosity of Contaminated Fine Grained Soils Using Electrical Properties
• Influence of Mica Content on Time Domain Reflectometry and Soil Water Characteristic Curve of Coarse Granular Materials
• Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests
• Modified Fluid Loss Test as an Improved Measure of Hydraulic Conductivity for Bentonite
• Uniformity of Axial Displacement in Element Testing
• Simple Shear Test for Interfaces Between Core and Filter Soils in Rock-Fill Dams
• Correlation Between Miniature Cone Tip Resistance and Shear Strength Parameters of Clean and Silty Sand Using a Conventional Triaxial Setup
• Laboratory Procedure to Obtain Well-Mixed Soil Binder Samples of Medium Stiff to Stiff Expansive Clayey Soil for Deep Soil Mixing Simulation
• Toe-Driven Tapered Fiber-Reinforced Polymer Self-Consolidating Concrete Composite Piles: New High-Performance Technology for Deep Foundations
• Development of a Modified in situ Direct Shear Test Technique to Determine Shear Strength Parameters of Mine Rock Piles
• A New Laboratory Apparatus to Evaluate Hydrodynamic Dispersibility of Soil During Ocean Dumping
• Measuring “Fast” Shear Strengths Along Slickensided Surfaces in the Bromhead Ring Shear
• Detecting Subsurface Voids Using Ground-Coupled Penetrating Radar
• Physical Modeling of Landslide Stabilization Methods in an Overconsolidated Clay
• Effect of Specimen Size on Quasi-Elastic Properties of Toyoura Sand in Hollow Cylinder Triaxial and Torsional Shear Tests
• Estimation of Osmotic Suction from Electrical Conductivity and Water Content Measurements in Unsaturated Soils
• Determination of Cylindrical Soil Specimen Dimensions by Imaging with Application to Volume Change of Bentonite-Sand Mixtures
• One-Dimensional Compression Tests on Stabilized Clays Incorporating Shear Wave Velocity Measurements
• Experiment Setup for Shear Wave and Electrical Resistance Measurements in an Oedometer
• Influence of Test Method on Direct Shear Behavior of Segmental Retaining Wall Units
• A Simple Triaxial System for Evaluating the Performance of Unsaturated Soils Under Repeated Loading
• An Oedometer-Type Pressure Plate SWCC Apparatus
• A New Slurry-Based Method of Preparation of Specimens of Sand Containing Fines
• Development of a True Triaxial Apparatus for Sands and Gravels
• Evaluation of the First Mode of Vibration and Base Fixidity in Resonant-Column Testing
• Characterization of Glyben for Seismic Applications
• A Suction-Control Apparatus for the Measurement of P and S-wave Velocity in Soils
• Monitoring Field Soil Suction Using a Miniature Tensiometer
• Effects of Specimen Size and Some Other Factors on the Strength and Deformation of Granular Soil in Direct Shear Tests
• Suction Equilibration Time for a High Capacity Tensiometer
• Reproducibility of Direct Shear Tests Conducted on Granular Backfill Materials
• Oedometer Consolidation Test Analysis by Nonlinear Regression
• Shear Strength Estimation of Sandy Soils Using Shear Wave Velocity
• Local Radial Displacement Measurements of Soil Specimens in a Triaxial Test Apparatus Using Laser Transducers
• Influence of Membrane and Filter Paper on Plane-Strain Testing of Soft Sedimentary Rock
• A Column Apparatus for Investigation of 1-D Unsaturated-Saturated Response of Sand-Geotextile Systems
• Measuring Drained Residual Strengths in the Bromhead Ring Shear
• Rapid Pseudo-Static Measurement of Hysteretic Capillary Pressure-Saturation Relationships in Unconsolidated Porous Media
• Digitally Controlled Simple Shear Apparatus for Dynamic Soil Testing
• Probabilistic CPT Method for Estimating the Ultimate Capacity of Friction Piles
• A New Isotropic Cell for Studying the Thermo-Mechanical Behavior of Unsaturated Expansive Clays
• Shear Wave Velocity of a Compacted Clayey Silt
• Study of a Displacement Measurement Method Inside a Small-Sized Model Ground in Laboratory Test
• Effects of Swelling During Saturation in Triaxial Tests in Clays
• Uplift Behavior of Horizontal Anchor Plates Buried in Geosynthetic Reinforced Slopes
• Centrifuge Seismic Modeling of Pile-Supported Wharves
• Sample Preparation of Silts for Liquefaction Testing
• Acoustic Compressional Wave Velocity as aqa Predictor of Glacio-marine Sediment Grain Size
• An In-situ Device for Rapid Determinationqa of Permeability for Granular Bases
• A Short-circuit Electromagnetic Sensor for Measurement of Soil Complex Permittivity
• An Alternative Test Method for Assessingqa Consistency Limits
• Experimental Study on Fracture Behaviorqa of a Silty Clay
• Identification of Collapsible Soil Using the Fall Cone Apparatus
• Representative Elementary Volume Analysis of Sands Using X-Ray Computed Tomography
• Use of a Differential Pressure Transducer for the Monitoring of Soil Volume Change in Cyclic Triaxial Test on Unsaturated Soils
• Removable Borehole Extensometers for Measuring Axial Displacements During Well Tests
• Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis
• The Suitability of the Osmotic Technique for the Long-term Testing of Partly Saturated Soils
• Rate-Controlled Lateral-load Pile Tests Using a Robotic Manipulator in Centrifuge
• Interface Direct Shear Testing of Unsaturated Soil
• Void Ratio-Suction Behavior of Remolded Ariake Clays
• Comprehensive Wave Propagation Model to Improve TDR Interpretations for Geotechnical Applications
• Shear Testing of Soft Rock Masses
• Falling-Head Permeability Tests in an Unconfined Sand Aquifer
• The Elastomer Gage for Local Strain Measurement in Monotonic and Cyclic Soil Testing
• Strength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests
• Measuring Radial Total Stresses on Model Suction Caissons in Clay
• Automated Digital Image Processing for Volume Change Measurement in Triaxial Cells
• A Drainage Column Test for Determining Unsaturated Properties of Coarse Materials
• Simulation of Pressuremeter Shearing Mode by True Triaxial Apparatus
• Instrumentation of an Unsaturated Expansive Soil Slope
• Modified Ring Shear Apparatus for Unsaturated Soils Testing
• The Development of a Suction Control System for a Triaxial Apparatus
• An Improved Volume Measurement for Determining Soil Water Retention Curves
• Flowable Fill as Geotechnical Material in Highway Cross-Drain Trenches
• Bubblepoint Testing of Geotextiles: Apparatus and Operation
• Methods for Deriving p-y Curves from Instrumented Lateral Load Tests
• Evaluation of Various Pedo-Transfer Functions for Developing Soil-Water Characteristic Curve of a Silty Soil
• Detecting and Quantifying Leakage Through Defective Borehole Seals: A New Methodology and Laboratory Verification
• New Apparatus for Evaluating Filter Performance for Dams Containing Cracks
• Procedures Used for Dynamically Laterally Loaded Pile Tests in a Centrifuge
• Rapid Estimation of Compaction Parameters for Field Control
• Measurement of Rock Joint Roughness by 3D Scanner
• An Innovative Laboratory Box for Testing Nail Pull-Out Resistance in Soil
• A Micropenetrometer for Detecting Structural Strength Inside Soft Soils
• Physical and Mechanical Properties of Injected Sand with Latex—Superplasticized Grouts
• Specimen Size and Scale Effects of Direct Shear Box Tests of Sands
• Analysis of Installation of FDR Sensors in a Hard Soil
• Investigations on Sand Reinforced with Different Geosynthetics
• Interpreting Variable-head Tests Performed in Open Boreholes or Monitoring Wells with Several Screens
• Image Processing Technique for Determining the Concentration of a Chemical in a Fluid-Saturated Porous Medium
• Large Dynamic Direct Shear Machine for Geosynthetic Clay Liners
• Use of a Downhole Block Sampler for Very Soft Organic Soils
• A New Centrifugal Testing Method: Descending Gravity Test
• Evaluation of Quasi-Elastic Properties of Gravel Using a Large-Scale True Triaxial Apparatus
• Large-scale Apparatus for Monotonic and Cyclic Soil-Structure Interface Test
• Development of a Direct Shear Apparatus with Rock Joints and Its Verification Tests
• The Use of Filter-Paper and Suction-Plate Methods for Determining the Soil-Water Characteristic Curve of Undisturbed Colluvium Soils
• Nonlinear Curve-Fitting Procedures for Developing Soil-Water Characteristic Curves
• A Large Permeameter for Study of Internal Stability in Cohesionless Soils
• A Device to Cyclic Lateral Loaded Model Piles
• Consolidation Characteristics and Undrained Strength of Saturated Soft Clay under Repeated Impact Loading
• Design, Fabrication, and Assembly of a Large Oedometer
• A New Setup for Measuring G_o during Laboratory Compaction
• Viscous Effects on the Stress-Strain Behavior of Gravelly Soil in Drained Triaxial Compression
• Monitoring the Hydraulic Conductivity of Crushing Sands
• Development of TDR Penetrometer Through Theoretical and Laboratory Investigations: 1. Measurement of Soil Dielectric Permittivity
• Development of TDR Penetrometer through Theoretical and Laboratory Investigations: 2. Measurement of Soil Electrical Conductivity
• A Multi-purpose Platform for Horizontal Subsurface Investigation
• Centrifuge Modeling of Solid Waste Landfill Systems—Part 1: Development of a Model Municipal Solid Waste
• An Improved Oedometer Apparatus to Measure Lateral Stress During Testing
• Constant Flow Method for Concurrently Measuring Soil-Water Characteristic Curve and Hydraulic Conductivity Function
• A Convenient Graphical Representation of Compaction Data
• New Sample Holder for the Preparation of Undisturbed Fine-Grained Soil Specimens for Laboratory Element Testing
• Application of Soil Stiffness Gauge in Assessing Small-Strain Stiffness of Sand with Different Fabrics and Densities
• The Filter Paper Method Revisited
• An Improved Experimental Test Set-up to Study the Performance of Granular Columns
• Centrifuge Modeling of Solid Waste Landfill Systems—Part 2: Centrifuge Testing of Model Waste
• An Empirical Relationship between Rock Structure Rating and Rock Mass Rating
• Interpretation of Pressuremeter Results for Design of a Diaphragm Wall
• Stress-Strain Behavior of a Granular Fill Measured by a New Plane-Strain Apparatus
• Drip Injection of Chemical Grouts: A New Apparatus
• Evaluation of Ultrasonic Testing in Rock Material Characterization
• Shear Strength and Stress-Strain behavior of Contaminated Soils
• A New Laboratory Apparatus for Grout Injection Studies
• Validation and Calibration of a Laboratory Experimental Setup for Cross-Well Radar in Sand
• Determination of the Transitional Fines Content of Mixtures of Sand and Non-plastic Fines
• Twin-Cell Stress Path Apparatus for Testing Unsaturated Soils
• Shear Strength of Degraded Reconsitituted Municipal Solid Waste
• In Situ Evaluation of Radioisotope Cone Penetrometers in Clays
• Apparatus for Evaluation of Hydromechanical Behavior of Porous Media Subjected to Environmental Changes
• New and Economical Mixing Method of Cement-Admixed Clay for DMM Application
• The Dynamic Cone Penetrometer in Compaction Verification on a Model Road Pavement
• Automated Triaxial Apparatus for Testing Unsaturated Soils
• A Large Biaxial Shear Box for Shaking Table Test on Saturated Sand
• CBR and DCP Correlation for Class C Fly Ash-Stabilized Soil
• Optimum Design of the Comparative Gas Pycnometer for Determining the Volume of Solid Particles
• Geotechnical Sensor System to Monitor Injected Liquids in Landfills
• Triaxial Ultra-Small Strain Measurements Using Laser Interferometry
• Optimization of Aspect Ratio of Waste Tire Shreds in Sand-Shred Mixtures Using CBR Tests
• Statistical Evaluation of the Hydraulic Conductivity of Compacted Lateritic Soil
• Combined TDR and P-Wave Velocity Measurements for the Determination of In Situ Soil Density—Experimental Study
• Engineering Properties of Wet-Pluviated Hollow Cylindrical Specimens
• Geotechnical Characterization and Sedimentation Behavior of Laterite Slurries
• Efficiency of Seepage Consolidation for Preparation of Clay Substrate for Centrifuge Testing
• A True Triaxial Apparatus for Soil Testing with Mixed Boundary Conditions
• Cantilever-Type Local Deformation Transducer for Local Axial Strain Measurement in Triaxial Test
• New Local System of Measurement of Axial Strains for Triaxial Apparatus Using LVDT
• Development and Calibration of a TDR Extensometer for Geotechnical Monitoring
• Measuring Shear Wave Velocity Using Bender Elements
• A Laboratory Device to Test the Pull-Out Behavior of Soil Nails
• Apparatus Induced Error in Hydraulic Conductivity Measurement Using a Lucite® Fixed Wall Permeameter
• Behavior of Granular Assemblies at High Velocity in a Large Open Shear Box
• Application of High-Speed Digital CCD Cameras to Observe Static and Dynamic Deformation Characteristics of Sand
• Experimental Study of Sand Production from a Supported Wellbore in Weakly Consolidated Sandstone
• Behavior of Embedded Footings Supported on Geogrid Cell Reinforced Foundation Beds
• Utilization of Quarry Dust to Improve the Geotechnical Properties of Soils in Highway Construction
• New Method to Determine the True Water Content of Organic Soils
• Laboratory Evaluation of Pullout Capacity of Reinforced Silty Sands in Drained and Undrained Conditions
• Liquid Extraction Using Prefabricated Vertical Wells (PVWs) Under Vacuum in Clay
• Development of a New Hollow Cylinder Apparatus for Stress Path Measurements over a Wide Strain Range
• Free Energy of Water-Suction-in Filter Papers
• The Effect of Gypsum Cementation on the Mechanical Behavior of Gravely Sands
• S-Wave Velocity Tomography: Small-Scale Laboratory Application
• Particle Density of Volcanic Scoria Determined by Water Pycnometry
• Measurement of G_max and Estimation of K₀ of Saturated Clay Using Bender Elements in an Oedometer
• Determination of Multidirectional p-y Curves for Soft Clays
• Dynamic Properties of Geosynthetic Interfaces
• Development of a New Hollow Cylinder Triaxial Apparatus for the Study of Expansion Tests in Clay
• Sealed Double-Ring Infiltrometers for Estimating Very Low Hydraulic Conductivities
• Vibratory Plate Loading of Compacted and Instrumented Field Soil Beds
• Collapse Behavior of Compacted Coal Ash Fills
• Determination of Surface and Thickness Characteristics of Textured Geomembranes Using Image Analysis
• Using the Velocity Graph Method to Interpret Rising-Head Permeability Tests after Dewatering the Screen
• Mini Compaction Test Apparatus for Fine Grained Soils
• Development of an Apparatus to Investigate the Stress Variables Governing Unsaturated Soil Behavior
• Centrifuge Modeling of Rigid Square Footings on Weak Jointed Rock
• Blast-Induced Stress Wave Propagation and Attenuation: Centrifuge Model Versus Prototype Tests
• Laboratory Calibration of Earth Pressure Cells
• A New Free-Free Resonant Column Device for Measurement of Gmax and Dmin at Higher Confining Stresses
• Performance of Centrifuge Data Acquisition Systems Using Wireless Transmission
• An Evaluation of the Mechanical and Chemical Dispersion Methods for a Tropical Old Alluvium
• A Novel Triaxial Apparatus for Thermo-Mechanical Testing of Soils
• Measuring Soil Contact Pressure on a Solid Boundary and Quantifying Soil Arching
• P-Wave Reflection Imaging
• A Small True Triaxial Apparatus with Wave Velocity Measurement
• Canadian Liquefaction Experiment (CANLEX): Blast-Induced Ground Motion and Pore Pressure Experiments
• Consolidation Test at Constant Rate of Strain for Radial Drainage
• An Assessment of the Effect of Rod Length on SPT Energy Calculations Based on Measured Field Data
• A Non-Resonance Method for Measuring Dynamic Soil Properties
• Development of an In Situ Dynamic Liquefaction Test
• A Correlation Between Dynamic Cone Penetrometer Values and Pavement Layer Moduli
• The Shrink Swell Test
• Solution Retention Capacity as an Alternative to the Swell Index Test for Sodium Bentonite
• Field Testing of Inclined Cone Penetration
• Filtration Performance of Two-Layer Geotextile Systems
• Direct Simple Shear Testing for Post-Cyclic Degradation in Stiffness of Nonplastic Silt
• Liquid Limit and Specific Surface of Clay Particles
• Experimental Bench for Study of Settling-Consolidation Soil Formation
• Evaluation of Various Downhole Data Reduction Methods for Obtaining Reliable V_S Profiles
• Measurement of Crystalline Swelling in Expansive Clay
• Testing the Hydromechanical Behavior of a Compacted Swelling Soil
• Using Electrical Conductivity to Estimate Properties of Mineral Slurries Used in Drilled Shaft Construction
• Volumetric Shrinkage Strain Measurements in Expansive Soils Using Digital Imaging Technology
• Shear Band Characterization of Triaxial Sand Specimens Using Computed Tomography
• Design and Construction of Three Instrumented Test Piles to Examine Time Dependent Pile Capacity Gain
• Coefficient of Consolidation and its Correlation with Index Properties of Remolded Soils
• A Cylinder Shear Apparatus
• Evaluation of the Base Condition of Drilled Shafts by the Impact-Echo Method
• Horizontal Coefficient of Consolidation of Soft Bangkok Clay
• Method to Rapidly Assess the Index Properties of Fine-Grained Dredged Materials
• Effect of Presence of Rigid Base within the Soil on the Dynamic Response of Rigid Surface Foundation
• Evaluation of Liquefaction Potential and Dynamic Properties of Silty Sand Using Cyclic Triaxial Testing
• Use of EPS Grains to Simulate the Behavior of MSW in Simple Shear
• Strain Measurement of Geogrids Using a Video-Extensometer Technique
• Triaxial Testing System for Measuring Loading-Rate Effects During Cyclic Tests of Sand
• Influence of Soaking on Stress-Strain Characteristics of Fly Ash
• Development and Calibration of a Large-Scale Thermal Conductivity Probe
• Collapse Behavior of Compacted Clays in Suction-Controlled Triaxial Tests
• A Soil Column Apparatus for Laboratory Infiltration Study
• A Direct Tensile Strength Testing Method for Unsaturated Geomaterials
• Effect of Compaction Conditions on the Seismic Compression of Compacted Fill Soils
• The Louisiana Plane Strain Apparatus for Soil Testing
• Permeability Tests in Rigid-Wall Permeameters: Determining the Degree of Saturation, its Evolution, and its Influence of Test Results
• Frequency Domain Determination of G₀ Using Bender Elements
• Granular Pile Anchor Foundation (GPAF) System for Improving the Engineering Behavior of Expansive Clay Beds
• Effects of Back Pressure and Strain Rate Used in Triaxial Testing of Stabilized Organic Soils and Clays
• Design of a Measurement Program for a Bench-Scale PVD Remediation System using Bayesian Updating
• Use of “Zero Controlled Gradient” Tests to Determine EOP Compression Behavior
• Interaction Between Hexagonal Wire Reinforcement and Rubber Tire Chips with and without Sand Mixture
• Model Pile Pull-Out Tests Using Polyethylene Sheets to Reduce Downdrag on Cast In Situ Piles
• Testing Rockfill Under Relative Humidity Control
• Laboratory Tests on the Rate of Piping Erosion of Soils in Embankment Dams
• Examination of Proof Test Extrapolation for Drilled Shafts
• Determination of the Soil Water Characteristic Curve of Highly Compressible Materials: Case Study of Pulp and Paper By-Product
• Free Swell Ratio and Clay Mineralogy of Fine-Grained Soils
• Determination of the Diffusion Coefficient of Oxygen for a Cover System Including a Pulp and Paper By-Product
• Measurement of Energy and Strength of Sand at Critical State
• Leak-Free Pressure Plate Extractor For Measuring the Soil Water Characteristic Curve
• A Physical Model for Sloping Capillary Barriers
• Characterization of SASW Phase Angle and Phase Velocity Measurement Uncertainty
• Characterization of a Fiberglass Geotextile for Unsaturated In-Plane Water Transport
• A Flume for Assessing Flux Boundary Characteristics in Rainfall-Induced Slope Failure Studies
• True Triaxial Testing System for Clay with Proportional-Integral-Differential (PID) Control
• Liquefaction Testing of Layered Sand-Gravel Composites
• Volume Change Measurement of Soil Specimen in Triaxial Test
• Reduction of Boundary Friction in Model Tests
• Self-Healing of Concentrated Leaks at Core-Filter Interfaces in Earth Dams
• Digital Image Correlation to Evaluate Shear Banding in Dilative Sands
• Evaluation of Woven Geotextile Pore Structure Parameters Using Image Analysis
• Tensile Test Method Effect on the Tensile Strength of Flexible PET Geogrids
• Vane Shear Behavior of Soft Bangkok Clay
• Experiments with a Miniature Piezocone in Thinly Layered Soil
• Measurement of Quasi-Elastic Stiffness Parameters of Dense Toyoura Sand in Hollow Cylinder Apparatus and Triaxial Apparatus with Bender Elements
• Effect of Pile Installation Method on Pipe Pile Behavior in Sands
• Constant Rate of Strain Consolidation with Radial Drainage
• Mechanical Behavior of a Pulverized Fly Ash Grouted Sand
• Instrumentation of Anchored Segmental Retaining Wall
• Performance Evaluation of Automated Machines for Measuring Gradation of Aggregates
• Design and Performance of a 1m Diameter Ring Shear Apparatus
• The Use Of Embedded Stress Cells For Monitoring Pavement Performance
• Consolidation and Permeability of Transparent Amorphous Silica
• Design Criteria for Geotomographic Field Studies
• Strength and Deformation Behavior of Soft Bangkok Clay
• Shake Table Calibration and Specimen Preparation for Liquefaction Studies in the Centrifuge
• Anisotropic Consolidation Behavior of Soft Bangkok Clay
• An Experimental Study of the Mechanics of Two Weakly Cemented Soils
• Variable-Head Field Permeability Tests in Driven Flush-Joint Casings: Physical and Numerical Modeling
• Design of an Instrumented Flat Dilatometer
• Performing Undrained Shear Tests on Saturated Sands in a New Intelligent Type of Ring Shear Apparatus
• Resonant Column Testing: The Inherent Counter EMF Effect
• Development of a Spreadsheet for Modeling SPT Stress Wave Data
• Interface Behavior of Sands from Constant Normal Stiffness Direct Shear Tests
• Electro-Osmotic Consolidation of Soft Bangkok Clay Using Copper and Carbon Electrodes with PVD
• Compression Tests of Ultra-Soft Soil Using an Hydraulic Consolidation Cell
• An Innovative Method of Load Testing Deep Foundations
• Specimen Size Effects for Fiber-Reinforced Silty Clay in Unconfined Compression
• Automated Humidity System for Measuring Total Suction Characteristics of Clay
• Evaluation of Multi-Electrode Earth Resistivity Testing in Karst
• An Evaluation of Geometric Factors Used in the Two-Stage Borehole Test (ASTM D6391-99) Using the Finite Element Method
• Resilient and Permanent Characteristics of Reinforced Granular Materials by Repeated Load Triaxial Tests
• Influence of Matric Suction on the Results of Plate Load Tests Performed on a Lateritic Soil Deposit
• Centrifuge Modeling for Undergraduate Geotechnical Engineering Instruction
• Experimental Investigation of Dynamic Response of Compacted Clayey Soils
• Erratum
• Introduction to the 25th Anniversary Edition
• Numerical Simulation of Water Movement in the Suction Equalization of a Thermal Conductivity Sensor
• Interfacial Behavior of Unsaturated Soil with Small-scale Models and Use of Image Processing Techniques
• Effect of Aging on Swelling and Swell-Shrink Behavior of a Compacted Expansive Soil
• Polymer Capacitance Sensors for Measuring Soil Gas Humidity in Drier Soils
• K_o-Volume Change Characteristics of an Unsaturated Soil with Respect to Various Loading Paths
• New Wave Equation Technique for High Strain Impact Testing of Driven Piles
• Shear and Interface Strength of Clay at Very Low Effective Stress
• Method for Determining the Coefficient of Permeability of Clays
• Centrifuge Modeling of Tapered Piles in Sand
• Role of Soil Structure and Matric Suction in Collapse of a Compacted Clay Soil
• A Critical Assessment of the Moist Tamping Technique
• A Comparative Study of Suction-Induced Seepage Consolidation Versus Centrifuge Consolidation
• A Comparative Study of Particle Size Analyses by Sieve-Hydrometer and Laser Diffraction Methods
• Comparison of Young's Moduli of Dense Sand and Gravel Measured by Dynamic and Static Methods
• Steady State Strength of Sands in a Constant Volume Ring Shear Apparatus
• Laboratory Testing of Concrete-rock Joints in Constant Normal Stiffness Direct Shear
• Permeability of Two-Layer Soils
• A Modified Soil-Geosynthetic Interactive Performance Test for Evaluating Deformation Behavior of GRS Structures
• Properties of Singapore Marine Clays Improved by Cement Mixing
• Electromagnetic Wave Propagation Model for Differentiation of Geotechnical Disturbances Along Buried Cables
• Development of RECP Performance Test Methods
• Clogging Phenomena of the Residual Soil-Geotextile Filter System
• Determination of Surface Area of Fine-Grained Soils by the Ethylene Glycol Monoethyl Ether (EGME) Method
• Development of a Multiple-Purpose Borehole Testing Device for Soft Rock
• On the Identification of Critical State Lines for Sands
• The Quality of Continuous Soil Samples
• Factors Affecting the Filter Paper Method for Total and Matric Suction Measurements
• A Laboratory Study of the Hysteresis of a Thermal Conductivity Soil Suction Sensor
• The Danish Rigid Boundary True Triaxial Apparatus for Soil Testing
• A Cyclic Gradient Ratio Test Device
• One-Dimensional Shock-Induced Pore Pressure Response in Saturated Carbonate Sand
• A Multisleeve Friction Attachment for the Cone Penetrometer
• Experimental and Data Analysis Techniques Used for High Strain Rate Tests on Cohesionless Soil
• Design Considerations Related to the Performance of Erosion Control Products Combined with Soil Bioengineering Techniques
• Shear-Wave Velocity to Determine Vertical Stress Share on Column-Sand Samples
• Development of a Methodology for Evaluating Subsurface Concentrations of Pollutants Using Electrical Polarization Technique
• Stabilization of Dune Sand Using Foamed Asphalt
• Bidimensional Swell Effect on Accuracy of Footing Heave Prediction
• Improved Complex Permittivity Measurement and Data Processing Technique for Soil-Water Systems
• A Comparative Evaluation of Various Additives Used in the Stabilization of Expansive Soils
• Sidewall Leakage in Hydraulic Conductivity Testing of Asphalt Concrete Specimens
• A Miniature Soil Inclusion for Measuring Axial Force and Radial Stress
• The Influence of Variation of Centrifugal Acceleration and Model Container Size on Accuracy of Centrifuge Test
• A Triaxial and Oedometer Apparatus for Testing Unsaturated Soils
• Mechanical Properties of Shredded Tires
• Effects of Small Cement Content on Consolidation Behavior of a Lacustrine Clay
• An Improved Statistically Based Technique for Evaluating the CPT Friction Ratio
• Empirical Performance Classification for Cohesive Embankment Soils
• Utilization of an Industrial Waste in Calcareous Expansive Clay Stabilization
• Evaluation of a Modified Soluble Sulfate Determination Method for Fine-Grained Cohesive Soils
• A New Technique for Simulation of Tunnel Excavation in a Centrifuge
• Simultaneous Measurement of Surface Wave Dispersion and Attenuation Curves
• Determination of Thickness of Smooth Geomembranes
• Modified Triaxial Apparatus for Shearing-Infiltration Test
• Shear Displacement Dependent Strength of Municipal Solid Waste and Its Major Constituent
• Explosive Induced Pore Pressure in a Sandfill Dam
• Retaining Wall Model Test with Waste Foundry Sand Mixture Backfill
• Investigation of Resonant Frequency and Amplitude of Vibrating Footing Resting on a Layered Soil System
• A Laboratory Apparatus to Measure Chemico-Osmotic Efficiency Coefficients for Clay Soils
• On the Use of Multi-directional Piezoelectric Transducers in Triaxial Testing
• Influence of the Loading Apparatus on the Stresses within Biaxial Specimens
• Evaluation of Geomembranes Using an Ultrasonic Method
• LVDT Based System for the Measurement of the Prefailure Behavior of Geomaterials
• Properties and Behavior of Raw Sludge Mixed with Pulverized Fuel Ash and Lime
• A Potential Model for Compaction Evaluation of Piedmont Soils Using Dynamic Cone Penetrometer (DCP)
• Effects of Installation Method on Sand Compaction Piles in Clay in the Centrifuge
• Horizontally Mounted Bender Elements for Measuring Anisotropic Shear Moduli in Triaxial Clay Specimens
• Experimental Evaluation of Consolidation Behavior of Stiff Clay Lumps in Reclamation Fill
• Changes in Clay Swelling and Shear Strength Properties with Different Sample Preparation Techniques
• Transmissivity of a Nonwoven Polypropylene Geotextile Under Suction
• Calibration of Five-Segment Time Domain Reflectometry Probes for Water Content Measurement in High Density Materials
• Determination of Critical State Parameters in Sandy Soils—Simple Procedure
• An Internal Instrumentation for Axial and Radial Strain Measurements in Triaxial Tests
• Laboratory Characterization of Stress-Strain Behavior of Soils by Stress and/or Strain Path Loading
• Extracting Piezometric Level and Hydraulic Conductivity from Tests in Driven Flush-Joint Casings
• Quick and Reliable Procedure for Liquid Limit Determination of Fine-Grained Soils
• Consolidation and Permeability Behavior of Segregated and Homogeneous Sediments
• Mechanical Behavior of an Unsaturated Soil Under Multi-Axial Stress States
• Interaction Between Hexagonal Wire Mesh Reinforcement and Silty Sand Backfill
• Evaluation of Initial Specimen Condition and Its Effect on Consolidation Properties of Saturated Clay
• A Flat Dilatometer to Operate in Glacial Tills
• Development of a Stress/Suction-Controlled True Triaxial Testing Device for Unsaturated Soils
• Determining Hydraulic Conductivity of Soil-Bentonite Using the API Filter Press
• Design and Performance of an Electro-Pneumatic Pile Hammer for Laboratory Applications
• A Laser Technique to Quantify the Size, Porosity, and Density of Clay Clusters During Sedimentation
• Development of a New In-Situ Direct Shear Test
• Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay
• A New Device for Measuring Permeability Under High Gradients and Sinusoidal Gradients
• Tomographic Evaluation of Air and Water Flow Patterns in Soil Column
• Measurement of Uniformity and Anisotropy in Granular Materials
• Miniature Cone Penetration Tests in Soft and Stiff Clays
• New Tool for Shear Wave Velocity Measurements in Model Tests
• Calibration of Testing Equipment for Reliable Small-Strain Deformation Measurements Using Synthetic Specimens
• Interfacial Parameters and Work of Adhesion in Soil-Liquid Systems
• Tomographic Detection of Low-Velocity Anomalies with Limited Data Sets (Velocity and Attenuation)
• The Accuracy of Hydrometer Analysis for Fine-Grained Clay Particles
• Laboratory Evaluation of Cemented Backfill Materials for Mines
• Evaluation of Gravel Stiffness by Pulse Wave Transmission Tests
• Variations in Membrane Contact Patterns of Reconstituted Sand Specimens
• An Investigation of the Elastic Stress-Strain Behavior of a Banded Sandstone and a Sandstone-Like Material
• Assessment of Localized Deformations in Sand Using X-Ray Computed Tomography
• The Influence of Biofilm on the Mechanical Behavior of Sand
• Estimation of Post-Driving Residual Stresses Along Driven Piles in Sand
• Instrumentation of Bored Concrete Piles for Horizontal Load Tests
• Dynamic Properties of Granulated Rubber/Sand Mixtures
• Performance of Drilled Shafts with Isolation Tubes in an Expansive Environment
• Lateral Load Behavior of Jetted Piles
• Anisotropic Stiffness Measurements in a Stress-Path Triaxial Cell
• Shear Deformation of Locked Sand in Triaxial Compression
• Sample Preparation Technique for Artificially Cemented Soils
• Liquefaction and Instability of a Granular Fill Material
• Swelling Behavior of a Desiccated Clay
• Direct Shear Interface Test for Shaft Capacity of Piles in Sand
• Apparatus and Procedures for Assessing Inorganic Diffusion Coefficients for Geosynthetic Clay Liners
• An Electrokinetic Testing Apparatus for Undisturbed/Remoulded Soils under In-Situ Stress Conditions
• The Physicochemical Interaction Between PHPA Polymer Slurry and Cement Mortar
• Percussion and Cone Methods of Determining the Liquid Limit of Soils: Controlling Mechanisms
• Cyclic Response of Axially Loaded Tapered Piles
• Comparison of Internal and Surface Erosion Using Flow Pump Tests on a Sand-Kaolinite Mixture
• Particle Motion Tracking Utilizing a High-Resolution Digital CCD Camera
• Laboratory and Field Shear Wave Measurement at a Reclaimed Site in West Taiwan
• Oxygen Diffusion Coefficient of Soils at High Degrees of Saturation
• Shrinkage Limit of Soil Mixtures
• Model Studies on Geocell Supported Embankments Constructed Over a Soft Clay Foundation
• Load and Resistance Factor Design (LRFD) for Driven Piles Using Dynamic Methods—A Florida Perspective
• A Dynamic Method for Determining the Soil Water Characteristic Curve for Coarse-Grained Soils
• A New Technique of Kneading Compaction in the Laboratory
• Evaluation and Application of the Transient-Pulse Technique for Determining the Hydraulic Properties of Low-Permeability Rocks—Part 1: Theoretical Evaluation
• Evaluation and Application of the Transient-Pulse Technique for Determining the Hydraulic Properties of Low-Permeability Rocks—Part 2: Experimental Application
• Time Domain Reflectometry Development for Use in Geotechnical Engineering
• Hydraulic Conductivity Testing of Geosynthetic Clay Liners (GCLs) Using the Constant Volume Method
• Shear Strength Characterization of Geosynthetic Interfaces on Inclined Planes
• Capillary Flow in the Geotechnical Centrifuge
• Fast and Accurate Techniques for Determination of Water Content in Soils
• Non-Linear Behavior of Lateral-Loaded Pile Taking into Account the Shear Stress at the Sand
• Influence of Specimen-Reconstituting Method on the Undrained Response of Sand
• A Substitute Pore Fluid for Seismic Centrifuge Modeling
• Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
• The Use of Miniature Pore Pressure Transducers in Measuring Matric Suction in Unsaturated Soils
• Simplified Seepage Consolidation Test for Soft Sediments
• The Effects of Varying Centerline Tube Sampling Disturbance on the Behavior of Reconstituted Clay
• A New Torsional Shear Device
• Time-Dependent Stress-Strain Behavior of Soft Hong Kong Marine Deposits
• Absorption Water Content and Liquid Limit of Soils
• Instrumentation of an Unsaturated Residual Soil Slope
• Unsaturated Hydraulic Conductivity of Mine Tailings Under Wetting and Drying Conditions
• Preparation of Epoxy Impregnated Sand Coupons for Image Analysis
• A Complex Permittivity Measurement System for Undisturbed/Compacted Soils
• Constant Rate of Strain Consolidation Equipment and Procedure for Stabilized Soils
• Influence of Procedural Variables on the Gradient Ratio Test
• Changes in Interface Stresses During Pullout Tests on Geogrid Strip Reinforcement
• Cell Size for Water Content-Dielectric Constant Calibrations for Time Domain Reflectometry
• A Triaxial Testing System to Evaluate Stress-Strain Behavior of Soils for Wide Range of Strain and Strain Rate
• Model Studies of the 1988 Kettleman Hills Landfill Slope Failure
• Shear Banding in a Sedimentary Soft Mudstone Subjected to Plane Strain Compression
• Plane Strain Strength and Deformation of Sands Affected by Batch Variations and Different Apparatus Types
• Centrifuge Testing of Vertically Loaded Battered Pile Groups in Sand
• A New Apparatus for Measuring Oxygen Diffusion and Water Retention in Soils
• Prediction of Field Compressibility from Laboratory Consolidation Tests of Peats and Organic Soils
• Assessment of Damage to Geomembrane Liners by Shredded Scrap Tires
• Imaging of Rock Fractures with Low-Frequency Ultrasonic Reflection/Diffraction
• The Application of Computer-Assisted Tomography in the Analysis of Fracture Geometry
• Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand
• Development of an Axisymmetric Field Simulator for Cone Penetration Tests in Sand
• Experimental Modeling of the Shaft Capacity of Grouted Driven Piles
• Interpretation of Lateral Statnamic Load Test Results
• Evaluation of Surface-Related Phenomena Using Sedimentation Tests
• Consolidation and Permeability Behavior of High Porosity Baltic Seabed Sediments
• Methods for Predicting Shale Durability in the Field
• Laboratory Modeling of Inclined-Loaded Shafts in Sand
• Model Tests for Uplift Resistance of Piles in Sand
• Commentary on Marchetti Flat Dilatometer Correlations in Soils
• Mechanism Controlling the Shrinkage Limit of Soils
• Application of Bender Elements in Measuring G_max of Sand Under K₀ Condition
• T Chart to Evaluate Consolidation Test Results
• Evaluation of True C_ν and Instantaneous C_ν, and Isolation of Secondary Consolidation
• Particle Size Analysis of Lime-Treated Marine Clays
• Analysis of Bender Element Tests
• Design and Performance of Soil-Pile-Slip Test Apparatus for Tension Piles
• Effects of Test Duration and Specimen Length on Diffusion Testing of Unconfined Specimens
• Generation of Progressive Fluid Waves in a Geo-Centrifuge
• Measurement of the Contact Angle of Water on Geotextile Fibers
• Interpretation of Model Pressuremeter Test Using Automated Clay Calibration Chamber Data
• Computer Vision-Based Technique to Measure Displacement in Selected Soil Tests
• Development of an Accelerated Creep Testing Procedure for Geosynthetics, Part II: Analysis
• The Measurement of Stiffness Anisotropy in Clays with Bender Element Tests in the Triaxial Apparatus
• Influence of Viscous Fluids on Properties of Sand
• Theoretical Evaluation of the Transient Response of Constant Head and Constant Flow-Rate Permeability Tests
• Compaction Curves on Volume Basis
• Ring Shrinkage Test for Expansive Clays: A Suggested Simple Test Method for Determining Vertical, Lateral, and Volumetric Shrinkage Potential
• Determining a Pavement Modulus from Portable FWD Testing
• Dynamic Characteristics of Old Bay Clay
• Effects of Fines on Monotonic Undrained Shear Strength of Sandy Soils
• A Circular Arc Test for Soil-Geosynthetic Interface Strength
• Development of an Accelerated Creep Testing Procedure for Geosynthetics—Part I: Testing
• Automatic Volume Measuring Device for Testing Dry Soils: “Martina”
• Grain-Size Distribution of Granular Soils by Computer Vision
• Compaction of Sand-Processed Clay Soil Mixtures
• Upgrading Equipment and Procedures for Stress Path Triaxial Testing of Coarse-Grained Materials
• Testing of Reinforced Slopes in a Geotechnical Centrifuge
• A Centrifuge-Modeled Rigid Structure to Investigate Dynamic Soil-Structure Interaction
• Performance Evaluation of LDTs for Use in Triaxial Tests
• Methods for Broad-Band Dielectric Permittivity Measurements (Soil-Water Mixtures, 5 Hz to 1.3 GHz)
• A Flow Pump System for Assessing Clay Barrier-Permeant Compatibility
• Design and Performance of a Portable Piezocone Driver for High Resolution Profiling of Wetland Sediments
• Design, Fabrication, and Assembly of an Apparatus for Electrokinetic Remediation Studies
• Calibration and Use of Grid-Based Tactile Pressure Sensors in Granular Material
• Measurement of Volume Changes in Triaxial Tests Using Digital Imaging Techniques
• Influence of Intersection Angle at Single-Well Flow Tests in Fracture-Wellbore Systems
• Pressuremeter Testing in Arid Collapsible Soils
• Ultrasonic Method for Evaluation of Annular Seals for Wells and Instrument Holes
• Low Strain Measurements Using Random Noise Excitation
• Determination of Ionic Strength and Equilibrium Concentrations of Heavy Metals by the Electrical Conductivity Method
• Determination of Shear Strength Parameters of Unsaturated Silts and Sands Based on the Water Retention Curve
• Comparison of Laboratory-Measured GCL Hydraulic Conductivity Based on Three Permeameter Types
• Particle-Size Analysis of Soils Using Laser Light Scattering and X-Ray Absorption Technology
• Equipment for One-Dimensional Compression and Triaxial Testing of Unsaturated Granular Soils at Low Stress Levels
• Experimental Nailed Soil Walls
• Consolidation Apparatus for Testing Unsaturated Soils
• Using an Automated Rowe Cell for Constant Rate of Strain Consolidation Testing
• Measurements of Soluble Salt Content of Soils from Arid and Semi-Arid Regions
• A Multi-Sensor Piezometer for Shallow Marine Sediments in Coastal Environments
• Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers
• Effects of Shear Band Formation in Triaxial Extension Tests
• Measuring Anisotropic Elastic Properties of Sand Using a Large Triaxial Specimen
• Consolidation Behavior of Clayey Soils Under Radial Drainage
• Round Three—Repeatability and Reproducibility of RQD Values for Selected Sedimentary Rocks
• Rigorous Theoretical Analysis of a Flow Pump Permeability Test
• A New Technique for Diffusion Testing of Unsaturated Soil
• The Relationship Between the Soil-Water Characteristic Curve and the Unsaturated Shear Strength of a Compacted Glacial Till
• Evaluation of Sulfate Expansion in Soil-Cements
• Model Size Effects in Centrifuge Models of Granular Slope Instability
• A Device for the Measurement of Sub-Surface Ground Vibrations
• Engineering Properties of Tire/Soil Mixtures as a Lightweight Fill Material
• Round Two—Confined Compression: Young's Modulus, Poisson's Ratio, and Ultimate Strength
• Automated Determination of the Distribution of Local Void Ratio from Digital Images
• A Study of Strike-Slip Faulting Using Small-Scale Models
• Wave Propagation in Soils: Multi-Mode, Wide-Band Testing in a Waveguide Device
• Alternative Test Method for Resilient Modulus of Fine-Grained Subgrades
• Coupled Heat and Moisture Flow in Unsaturated Swelling Clay Barriers
• Tests on Model Jacked Piles in Calcareous Sand
• Analysis of Hydraulic Gradient Effects for Laboratory Hydraulic Conductivity Testing
• Direct and Indirect Permeability of Fissured Tills
• Simplification of Soil Classification Charts Derived from the Cone Penetration Test
• Proposed Standard Test Method for Measurement of Pneumatic Permeability of Partially Saturated Porous Materials by Flowing Air
• Air Volume Change Measurement in Unsaturated Soil Testing Using a Digital Pressure-Volume Controller
• An Automated Apparatus for Three-Dimensional Monotonic and Cyclic Testing of Interfaces
• On Large-Scale Model Testing of Laterally Loaded Drilled Shafts in Sand
• Constant Volume Ring Shear Apparatus
• Centrifuge Testing of Fixed-Head Laterally Loaded Battered and Plumb Pile Groups in Sand
• Determining Bentonite Content in Soil-Bentonite Mixtures Using Electrical Conductivity
• Water Pressure Measurement with Time Domain Reflectometry Cables
• Laboratory Testing Apparatus for Slopes Stabilized by Anchored Geosynthetics
• Advances in Conductometric Phase Transition Porosimetry
• Use of Stereophotogrammetry to Analyze the Development of Shear Bands in Sand
• Model Study on the Failure Mechanism of Soil-Nailed Structure Under Surcharge Loading
• Apparatus and Procedure for an In Situ Collapse Test
• Size Effects for Multi-Axial Tension Testing of HDPE and PVC Geomembranes
• Bearing Capacity of Highly Frictional Material
• Investigation of Vibration-Induced Settlement Using Multifactorial Experimental Design
• A New Fall Cone Device for Measuring the Undrained Strength of Very Weak Cohesive Soils
• Soil Air Permeability: Threshold Gradient and Anisotropy
• Study of Geoprocesses with Complementary Mechanical and Electromagnetic Wave Measurements in an Oedometer
• Influence of Apex Angle on Cone Penetration Factors in Clay
• Assessing Frost Damage in Compacted Clay Liners
• Collapse Behavior of an Artificially Cemented Clayey Silt
• The Role of Jute Geotextile/Slurry Interface Friction on the Bearing Capacity of Clay Slurry
• Pile Skin Friction in Sands from Constant Normal Stiffness Tests
• Strain Rate Effects on Shear Modulus and Damping of Normally Consolidated Clay
• Measurement of In Situ Density of Sand in a Chamber by Using a Thermal Conductivity Penetrometer
• A Review of Instrumentation for Measuring Small Strains During Triaxial Testing of Soil Specimens
• Soil-Geogrid Reinforcement Interaction by Pullout and Direct Shear Tests
• A Dual Interface Apparatus for Testing Unrestricted Friction of Soil Along Solid Surfaces
• Rigid Plate Settlements on Soils with Varying Deformation Properties
• Effects of Sustained and Repeated Tensile Loads on Geogrid Embedded in Sand
• External Measurement of Axial Strain in the Triaxial Test
• Geotechnical Properties of Municipal Solid Waste
• Analysis and Estimation of the Coefficient of Consolidation
• A Modified Commercial Triaxial Testing System for Small Strain Measurements: Preliminary Results on Pisa Clay
• Empirical Theory of Vacuum-Assisted Steam Stripping of Organic Pollutants from Contaminated Soils
• A Simulation of Tube Sampling Effects on the Stiffness of Clays
• Treatment of Oil-Contaminated Soils for Identification and Classification
• Techniques for Assessing the Nonlinear Resilient Response of Unbound Granular-Layered Structures
• Consolidation Behavior of Soils
• A Direct Simple Shear Device for Measuring Small-Strain Behavior
• Permeability and Compressibility Behavior of Bentonite-Sand/Soil Mixes
• Application of the Bubble Point Method to the Characterization of the Pore-Size Distribution of Geotextiles
• Evaluation of Static Capacity of Deep Foundations from Statnamic Testing
• Numerical Modeling of a Thermal Conductivity Matric Suction Sensor
• Development of a Transparent Material to Model the Geotechnical Properties of Soils
• Effect of Preparation Technique on Permeability and Strength of Cement-Grouted Sand
• Time-Dependent Triaxial Relaxation Behavior of a Resedimented Clay
• Engineering Properties of Tire Chips and Soil Mixtures
• Compressibility Characteristics of Gypseous Sandy Soils
• The Effects of Centerline Tube Sampling Strains on the Undrained Behavior of Two Stiff Overconsolidated Clays
• Design and Evaluation of a Flow Pump System for Column Testing
• Physical Modeling of Drilled Shaft Side Resistance in Sand
• Geo-Environmental Assessment of a Micaceous Soil for Its Potential Use as an Engineered Clay Barrier
• Tensile Stress-Strain Characteristics of Lightly Cemented Sand
• A Study of an Anisotropically Overconsolidated Silt by the Resonant Column Method
• Investigation of the Strain-Softening Behavior of Granular Soils with a New Multiaxial Cell
• A General Dynamic Model for the Resonant Column/Quasi-Static Torsional Shear Apparatus
• Prediction Models of Resilient Modulus for Nongranular Materials
• Use of Fuzzy Control in Automated Soil Testing
• A Compaction Test Method for Soil-Rock Mixtures in which Equipment Size Effects are Minimized
• Compaction Control of Earth-Rock Mixtures: A New Approach
• Proposed New Standard Test Method for Laboratory Compaction Testing of Soil-Rock Mixtures Using Standard Effort
• Development and Potential of Core-Logging Manuals
• Centrifuge Modeling of Laterally Loaded Pile Groups in Sands
• Monitoring System for Hydrologic Evaluation of Landfill Covers
• Determination of P-Y Curves Using Inclinometer Data
• Cyclic Undrained Behavior and Liquefaction Potential of Sand Treated with Chemical Grouts and Microfine Cement (MC-500)
• Laboratory Investigation on Bitumen Coating and Polyethylene Sheeting for Downdrag Reduction in Piles: A Comparative Study
• Laboratory Filter Paper Suction Measurements
• Deformability of Rock-Like Materials Using a Sharp Cone Test
• Impact-Echo Response of Hollow Cylindrical Concrete Structures Surrounded by Soil and Rock: Part I—Numerical Studies
• Impact-Echo Response of Hollow Cylindrical Concrete Structures Surrounded by Soil and Rock: Part II—Experimental Studies
• A Multiple Purpose Soil Testing Apparatus
• A New Combined Servo-Controlled Loading Frame/Direct-Shear Apparatus for the Study of Concrete or Rock Joint Behavior Under Different Boundary and Loading Conditions
• Suggested Modifications to ASTM Standard Methods When Testing Arid, Saline Soils
• Torsional Motion Monitoring System for Small-Strain (10⁻⁵ to 10⁻³%) Soil Testing
• Shear Strength of Very Soft Clay-Sand Mixtures
• A Critical Evaluation of the Gradient Ratio Test
• In-Plane Flow of Four Geosynthetics for Landfill Drainage
• The Effects of Particle Shape and Surface Roughness on the Hydraulic Mean Radius of a Porous Medium Consisting of Quarried Rock
• An Approximate Method for Estimating the Consolidation Behavior of Soft Sensitive Clays
• Water Content Relationships of a Sensitive Clay Subjected to Cycles of Capillary Pressures
• Strain Measurement in HDPE Geomembrane Tensile Tests
• A Method for Interpretation of Plate Load Test Results
• Measurements of Elastic Properties of Geomaterials in Laboratory Compression Tests
• Monotonic and Cyclic Loading Behavior of Two Sands at Small Strains
• An Initial Study of Surface Wave Inversion Using Artificial Neural Networks
• Drift of Flush-Mounted Pressure Cell Readings
• Compactor Force and Energy Measurements
• Notched Constant Tensile Load (NCTL) Test for High-Density Polyethylene Geomembranes
• Use of CPTu to Estimate Equivalent SPT N₆₀
• Determination of Swell Potential of Al-Qatif Clay
• A New Approach to Measuring Dilatancy in Saturated Sands
• Consolidation, Pre- and Post-Peak Shearing Responses from Internally Instrumented Biaxial Compression Device
• Geotechnical Tomography: The Effects of Diffraction
• Determination of Cation Exchange Capacity of Clayey Soils by the Methylene Blue Test
• The Continuous Abrasion Index for the Assessment of Rock Abrasion
• Prediction of Expansion Degree for Natural Compacted Clays
• Influence of Test Chamber Boundary Conditions on Sand Bed Response
• The Multidirectional Direct Simple Shear Apparatus
• Large-Scale Triaxial Compression Testing of Geocell-Reinforced Granular Soils
• Effects of Strain Rate on Instability of Granular Soils
• Mikasa's Direct Shear Apparatus, Test Procedures and Results
• Estimating Water Content of Soils from Electrical Resistivity
• Behavior of Fiber-Reinforced Cemented Sand Under Static and Cyclic Loads
• Preparation of Large-Size Cohesive Specimens for Calibration Chamber Testing
• Evaluation of the Drop Bar Test for Concrete and Rock Quality
• Some Experiments on Restrained Shrinkage of Clays Undergoing Drying
• Preparation of Large-Size Laboratory Deposits of Cohesive Soil
• Axisymmetric Tension Testing of Geomembranes
• Swell Potential Versus Overburden Pressure
• B-Value Measurements for Granular Materials at High Confining Pressures
• Dynamic Centrifuge Testing of Soil-Nailed Excavations
• Some Factors Affecting In Situ Measurement Using the Cambridge Self-Boring Pressuremeter
• The Simple Pile Load Test (SPLT)
• In-Plane Air Flow Through Needle-Punched, Nonwoven Geotextiles Under Normal Loading
• A Statistical Methodology to Analyze the Effect of Changes in Testing Technology on Measurement Results
• A Study of Undrained Shear Strength Using Various Vanes
• Modified Bromhead Ring Shear Apparatus
• Round One—Longitudinal and Transverse Pulse Velocities, Unconfined Compressive Strength, Uniaxial Elastic Modulus, and Splitting Tensile Strength
• A New Traveling Sand Pluviator to Reconstitute Specimens of Well-Graded Silty Sands
• On the Measurement of Critical State Parameters of Dense Granular Soils
• A Low-Compliance Bi-Directional Cyclic Simple Shear Apparatus
• A Hollow Cylinder Torsional Simple Shear Apparatus Capable of a Wide Range of Shear Strain Measurement
• 1 g Small-Scale Modelling of Saturated Cohesive Soils
• G_max-qc Relationships for Clays
• Filtration Opening Size of Geotextiles by Hydrodynamic Sieving
• A New Model of Shear Strength of Simulated Rock Joints
• Rockfill Placement and Compaction Guidelines
• A Coupled Heat and Water Flow Apparatus
• Computer Automation of Conventional Triaxial Equipment
• Measurements of Coupled Normal Deformation, Permeability, and Heat Transfer in Rock Joints Using a Triaxial Test Facility
• Temperature Dependence of Soil Water Potential
• A New Method to Measure the Effective Porosity of Clays
• The Influence of Test Procedure on Correlation of Atterberg Limits with Liquefaction in Fine-Grained Soils
• Hollow Glass Microspheres Inhibit Blast-Induced Liquefaction
• Settlement of Compacted Clay in a Cyclic Direct Simple Shear Device
• Dispersive Behavior of Nonswelling Clays
• A New Apparatus for the Evaluation of Electro-Kinetic Processes in Hazardous Waste Management
• The Behavior at the Shrinkage Limit of Clay Undergoing Drying
• Measurement of the Pore Pressure Parameter C Less Than Unity in Saturated Sands
• Techniques for Estimating the Longevity of Lime-Treated Expansive Clays
• Long-Term Filtration Behaviour of Soil-Geotextile System
• Determination of Deformation Properties of Collapsible Soils
• The Thermal Probe—Measurement of the Thermal Conductivity and Drying Rate of Soil in the Field
• Leach Tests on Lime-Treated Clays
• Measurements of Matric Suction and Volume Changes During Inundation of Collapsible Soil
• Effect of Clod Size on Hydraulic Conductivity of Compacted Clay
• “1γ2ɛ”: A New Shear Apparatus to Study the Behavior of Granular Materials
• Static and Cyclic Direct Shear Tests on Carbonate Sands
• Effect of Reinforcement Layout on Soil Strength
• Properties of Some Kaolin-Based Model Clay Soils
• Maximum Dry Density of Cohesionless Soils by Pluviation and by ASTM D 4253-83: A Comparative Study
• Development of a True Triaxial Testing Apparatus
• Blast-Induced Liquefaction of an Alluvial Sand Deposit
• Bromhead Ring Shear Test Procedure
• Pullout Resistance of Steel Geogrids with Weathered Clay as Backfill Material
• Characteristics of a Bentonite Slurry as a Sealant
• Introduction to C. A. Hogentogler Award Article by David I. Stannard
• Tensiometers—Theory, Construction, and Use
• An Automated Electropneumatic Control System for Direct Simple Shear Testing
• Stress Nonuniformities in Hollow Cylinder Torsional Specimens
• Piezo Film Technology and Applications in Geotechnical Testing
• Microscopic Measurement of Sand Fabric from Cyclic Tests Causing Liquefaction
• Measurements of Strength Parameters of Concrete-Rock Contact at the Dam-Foundation Interface
• Effects of Back Pressure on Geotextile Transmissivity Tests
• Sled for In Situ Penetration Testing
• Simulation of Climatic Conditions in Centrifuge Model Tests
• Design and Performance of the Imperial College Instrumented Pile
• Prediction of Embankment Settlements by In-Situ Tests
• Anisotropy of Normally Consolidated San Francisco Bay Mud
• Testing Techniques for Evaluating the Shear Strength of Lime/Fly Ash Slurry Stabilized Soil
• Influence of Voids on Density Measurements of Granular Materials Using Gamma Radiation Techniques
• Resonant Column Tests on Partially Saturated Sands
• On Some Issues in Triaxial Extension Tests
• Laboratory Properties of a Soft Marine Clay Reinforced with Woven and Nonwoven Geotextiles
• Quantification of Particle Shape and Angularity Using the Image Analyzer
• Soil Column Drainage Modelling Using a Geotechnical Centrifuge
• Impact-Echo Response of Concrete Shafts
• Advantages of Midheight Pore Pressure Measurements in Undrained Triaxial Testing
• Effective Stress Hyperbolic Stress-Strain Parameters for Clay
• Measuring Inherent Load-Extension Properties of Geotextiles for Design of Reinforced Structures
• Hydrodynamic Aspects in the Rotating Clyinder Erosivity Test
• Large-Scale Laboratory Permeability Testing of a Compacted Clay Soil
• Simple Shear of an Undisturbed Soft Marine Clay in NGI and Torsional Shear Equipment
• Uniformity Tests in Calibration Chamber Samples by the Thermal Probe Method
• Complex Stress Paths and Validation of Constitutive Models
• A Cohesive Soil for Large-Size Laboratory Deposits
• A Method for Determining the Surface Area of Quarried Rocks
• Procedures for Prediction of Dynamic Lateral Pile Group Response in Clay from Single Pile Tests
• Fabrication of Silty Sand Specimens for Large- and Small-Scale Tests
• Calibration of a Dynamic Penetrometer for Compaction Quality Control of Boiler Slag
• Laboratory and Field Calibration of a Neutron Depth Moisture Gauge for Use in High Water Content Soils
• Sample Size for Laboratory Calibration of Subsurface Neutron Moisture Gauges
• Reinforcing Soil with Aligned and Randomly Oriented Metallic Fibers
• Design and Testing of a Synthetic Clay Soil
• Influence of Storage and Reconsolidation Procedures on Clay Properties
• Split-Hopkinson Pressure Bar Testing of Unsaturated Sand
• Abrasion Tests for Railroad Ballast
• An Experimental Laboratory Facility for Studying Shock-Induced Liquefaction
• Simplified Heave Prediction Model for Expansive Shale
• Design, Construction, and Testing of a Large-Scale, Radial Fracture Flow Model
• Automated Triaxial Testing of Soft Clays: An Upgraded Commercial System
• Effects of Arching on Response Time of Miniature Pore Pressure Transducer in Clay
• Influence of Soil Structure on the Stress-Strain Behavior of Sand-Bentonite Mixtures
• Effect of Backfill Thrust on Vertical Pressure Distribution in Reinforced Soil Model Walls
• Frequency Response of Diaphragm Pore Pressure Transducers in Dynamic Centrifuge Model Tests
• Measuring Strains in Buried Flexible Pipes
• Field Hydraulic Conductivity Tests for Compacted Soil Liners
• Effects of Oversize Particles on the Density of Clean Granular Soils
• Physical and Statistical Models for Bulking of Sand
• Automatic Back-Pressure Saturation Device for Triaxial Testing
• Transition from Maximum Tension Line to Actual Failure Surface in Reinforced Soil Model Walls
• Sampling of Saturated and Unsaturated Sands by Freezing
• Laboratory Measurement of Small Strain Shear Modulus Under K₀ Conditions
• Geotechnical Properties of Expanded Shale Lightweight Aggregate
• An Automatic Feedback System for Resonant Column Testing
• Generalized Calibration of a Nuclear Moisture/Density Depth Gauge
• Design of a Large Calibration Chamber
• Pressuremeter Creep Testing in Ice: Calibration and Test Procedures
• Pore Size Distribution of Nonwoven Geotextiles
• A Cyclic Undrained Simple Shear Testing Method for Soils
• Centrifuge Modeling for Projectile Penetration Studies
• A Procedure for Determining Volumetric Shrinkage of an Unsaturated Soil
• Calibration of Thermal Conductivity Sensors for Measuring Soil Suction
• Studies with Centrifuge Vane and Penetrometer Apparatus in a Normal Gravity Field
• Chemical Impregnation of Cohesionless Soils
• Enhancement of the Uplift Capacity of Buried Pipelines by the Use of Geogrids
• Laboratory Testing of Chemically Grouted Sand
• X-Ray Radiographic Investigation of Perchloroethylene Migration at the Livingston Derailment Site
• Dynamic Behavior of the Bumpy Road Shaking Table System
• Cohesive Soil Behavior Under Random Excitation Conditions
• Effect of Rigid Boundaries on Measurement of Particle Concentration
• Model Studies of Pressuremeter Testing in Soft Rock
• Hollow Cylinder Tests on Natural Rock Salt
• Status of the AASHTO Accreditation Program
• Direct and Simple Shear Testing of Two Canadian Sensitive Clays
• Dynamic Lateral Response of a Pile Group in Clay
• Design of Laterally Loaded Driven Piles Using the Flat Dilatometer
• Minimum Test Specimen Mass for Moisture Content Determination
• A Batch-Type Testing Method for Determination of Adsorption of Gaseous Compounds on Partially Saturated Soils
• A Nonlinear One-Dimensional Wave Analysis of a Triaxial Soil Specimen
• A Nondestructive, Specimen-Specific Method for Measurement of Membrane Penetration in the Triaxial Test
• The Vane Cone: A New Device for Soil Shear Strength Measurement
• The Use of Hall Effect Semiconductors in Geotechnical Instrumentation
• Pore-Water Pressure Buildup in Clean Sands Because of Cyclic Straining
• Removal of Cementation Bonds in Stressed Overconsolidated Clays
• Determination of Consolidation Properties for Very Soft Clay
• Laboratory Investigation of Earth Walls Simultaneously Reinforced by Strips and Random Reinforcement
• Effects of Borehole Fluid on Standard Penetration Test Results
• In-Situ Shear Modulus of Sands by a Flat-Plate Penetrometer: A Laboratory Study
• Automatic Volume Change and Pressure Measurement Devices for Triaxial Testing of Soils
• A Device for Evaluating One-Dimensional Compressive Loading Rate Effects
• A Fast Triaxial Shear Device
• A New Simple Shear Apparatus
• CBR Strength (Puncture) of Geosynthetics
• Determination of Collapse Potential of Soils
• Helical Probe Tests: Initial Test Calibration
• A Self-Boring Pressuremeter System
• Improved Calibration and Correction Techniques for Pressuremeters
• Compaction Control and the Index Unit Weight
• A Servo System for Hollow Cylinder Testing of Soils
• Servo-Controlled Cuboidal Shear Device
• The Thawed Strength of Soil Compacted While Frozen: An Introductory Study
• Multistage Direct Shear Testing of Unsaturated Soils
• Profiling OCR in Stiff Clays by CPT and SPT
• A Method for Estimating the Excavatability of Caliche
• Chemical Mass Transport Measurements to Determine Flexible Membrane Liner Lifetime
• Heat and Moisture Transfer Characteristics of Compacted Mackenzie Silt
• A Monte Carlo Investigation of a Proposed Screen for NX-Borehole Jack Data
• A Calibration Chamber for Cohesive Soils
• Stress Path and Permanent Deformations in Sand Subjected to Repeated Load
• Evaluation of the Gamma and Neutron Radiation Scattering and Transmission Methods for Soil Density and Moisture Determination
• Compressibility Properties of a Horticultural Peat
• The Measurement of Gas Bubble Size Distributions in a Three Phase Laboratory Gassy Soil
• Quantity of Fines Produced During Crushing, Handling, and Placement of Roadway Aggregates
• The Dimethyl Sulfoxide (DMSO) Accelerated Weathering Test for Aggregates
• Instrumentation for Torsional Shear/Resonant Column Measurements Under Anisotropic Stresses
• Dynamic High Stress Experiments on Soil
• Cavity Expansion Tests in a Hollow Cylinder Cell
• Triaxial Testing of Brittle Sandstone Using a Multiple Failure State Method
• Differential Flow Patterns Through Compacted Clays
• Evaluation of Shear Strength in Cohesive Soils with Special Reference to Swedish Practice and Experience
• Undrained Deformability and Strength Characteristics of Soft Bangkok Clay By the Screw Plate Test
• Resonant Column Testing of Frozen Ottawa Sand
• Cone Penetration of Partially Saturated Sands
• The Prediction of Fracture Fatigue Parameters from Creep Testing of Soil Cement
• Infiltration Testing for Hydraulic Conductivity of Soil Liners
• Procedure for Determining the Segregation Potential of Freezing Soils
• Methods of Evaluating the Expansion Potential of Compacted Soils with Significant Fractions of Large Aggregate
• Directional Shear Cell Experiments on a Dry Cohesionless Soil
• Reproducibility of Borehole Shear Test Results in Marine Clay
• Suggested Method for Performing the Borehole Shear Test
• A Constant Normal Stiffness Direct Shear Device for Static and Cyclic Loading
• Development of an Index to Quantify Rock Texture for Qualitative Assessment of Intact Rock Properties
• Influence of Borehole Stabilization Techniques on Standard Penetration Test Results
• Dynamically Loaded Pile in Overconsolidated Clay
• A Rapid Method to Identify Clay Type in Soils By the Free-Swell Technique
• A New Apparatus for Investigating the Stress-Strain Characteristics of Sands
• Cyclic Simple Shear Testing of Granular Materials
• Effect of Cementation on the Cone Penetration Resistance of Sand: A Model Study
• Triaxial Equipment for Permeability Testing with Hazardous and Toxic Permeants
• Procedure for a Rod Shear Test
• Determination of Ice Forces with Centrifuge Models
• Effect of Boundary Conditions Upon Centrifuge Experiments Using Ground Motion Simulation
• A New Boundary Stress Transducer for Small Soil Models in the Centrifuge
• Characteristic Threshold and Infrared Vibrothermography of Sand
• A New Technique to Evaluate Erosivity of Cohesive Material
• Suggested Method for Performing the Flat Dilatometer Test
• Experimental Study of Rheological Properties of a Sand Using a Special Triaxial Apparatus
• Development of an Erosion Test for Soil Cement
• Swelling Pressure of Clays
• The Application of Multivariate Statistics and Saturation Extract Data to Identify Dispersive Clay Soils
• Permeability Testing in the Triaxial Cell
• Use of Time Series in Geotechnical Data Analysis
• Sand Density Measurements for Laboratory Studies
• Repeated Load Triaxial Testing of Frozen and Thawed Soils
• Electro-Servo Control System for Thermomechanical Properties Testing
• A New Automatic Volume Change Monitoring Device
• Evaluation of Adhesion in Chemically Grouted Geomaterials
• ASTM Geotextile Committee Testing Update
• Determinations and Uses of Strain Distributions in Sand Samples
• Liquid Limit of Soil Mixtures
• A Scanning Device to Quantify Joint Surface Roughness
• Pore-Pressure Response of the Piezocone Penetrometer
• Soil Freezing Response: Influence of Test Conditions
• Development and Evaluation of Ultrasonic Piezoelectric Transducers for the Determination of Dynamic Young's Modulus of Triaxially Loaded Rock Cores
• Measurement of Volumetric and Linear Shrinkage on Black Cotton Soil
• A Direct Tensile Loading Apparatus Combined with a Cubical Test Cell for Testing Rocks and Concrete
• Axial Pile Loading Test—Part 1: Static Loading
• Small Cone Penetrometer Tests and Piezocone Tests in Laboratory Consolidated Clays
• A Direct Shear Machine for Testing Rock Joints
• A Low-Cost Ring Dynamometer for Monitoring the Performance of Roof Bolts
• Measurement of Axial Strains in Triaxial Tests on London Clay
• Laboratory Evaluation of Soil Suction Components
• The Centrifuge as a Research Tool
• Drum Centrifuge for Geotechnical Research
• Platform Orientation and Start-up Time During Centrifuge Testing
• Microcomputer Based Data Acquisition Systems for Centrifuge Modeling
• Suggested Method for Estimating the In-Situ Modulus of Deformation of Rock Using the NX-Borehole Jack
• Permeability Testing with Flexible-Wall Permeameters
• The Theory of One-Dimensional Consolidation of Saturated Clays: III. Existing Testing Procedures and Analyses
• Phenomenological Study of Model Piles in Sand
• Measurement of Lateral Stress Around Multihelix Anchors in Sand
• Filter Openings Measured by a Suction Method
• A Field Study of an Automatic SPT Hammer System
• Determination of Local Displacements on Soil Samples
• Evaluation of Dynamic Properties of Sands by Resonant Column Testing
• A Critical Assessment of Membrane Penetration in the Triaxial Test
• Elastic-Wave Velocities and Liquefaction Potential
• The Use of Electrical Conductivity for Evaluation of Strain Distribution in the Simple Shear Device
• Design Basis for Cells Measuring Shear Stresses in an Interface
• Computer-Aided Pressuremeter Tests
• Identification of Shales
• Design of Polyvinyl Chloride Tar Mixes for Resistance to Permanent Deformation
• Estimation of the Modulus of Elasticity of Cement Stabilized Materials
• Suggested Practice for Drilling Boreholes for Pressuremeter Testing
• Preparation Techniques for Oil-Sand Testing
• Apparatus for Cyclic Stress Path Testing
• The Use of Property Tests to Determine the Thermal Properties of Soils
• The In-Plane Permeability of Geotextiles
• In-Plane Hydraulic Properties of Geotextiles
• A Method of Estimating the In-Situ Density of Dry Uniformly Graded Sand Under Controlled Conditions of Placement
• Reproducible SPT Hammer Impact Force with an Automatic Free Fall SPT Hammer System
• Proposed Standard Test Methods for Cross-Hole Seismic Testing
• Suggested Test Method for Determination of Thermal Conductivity of Soil by Thermal-Needle Procedure
• Proposed New Standard Test Method for Dimensional and Shape Tolerances of Rock Core Specimens
• Laboratory Pull-Out Testing of Grid Reinforcements in Sand
• A Laboratory Investigation of Grid Reinforcements in Clay
• Dynamic Shear Modulus and Damping Ratio from Random Loading Tests
• The Methylene Blue Test for Bentonite Liner Quality Control
• Burst Tester for Geotextile Bidirectional Strength
• Equivalent Opening Size of Geotextiles
• Rapid Index Tests for Transitional Materials
• Soil Remolding and Sensitivity Measurements
• Permeability Test for Unsaturated Soil
• Interpreting the Physical Properties of a Clay Using Microanalysis Techniques
• Suggested Test Method for Determination of the Soluble Salt Content of Soils by Refractometer
• Methods of Studying Clay Microstructure
• A Multi-Purpose Rock Core Testing Device
• The Modified Borehole Shear Device
• The Rapid Carbonate Analyzer
• Cyclic Triaxial Tests with Continuous Measurement of Dissipated Energy
• Electrical Analogy of Hydraulic Flow Through Rock Fractures
• Some Observations on the Laboratory Measurement of Soil-Geotextile Bond
• Temperature Controlled Microwave Drying of Soils
• Vertical Soil Extensometer
• Suggested Practice for Pressuremeter Testing in Soils
• A Proposed Standard Test Method for a Free Fall Penetration Test
• Proposed Standard Specification for Standard Sizes of Quarried Stone for Erosion Control
• A Multistage Triaxial Test for Unsaturated Soils
• High Capacity Multiaxial Testing Device
• Determination of Elastic Modulus of Stress Relief Cores of Shale
• Triaxial Testing at the Norwegian Geotechnical Institute
• A Ring Torsion Apparatus for Evaluating Friction Between Soil and Metal Surfaces
• Experiments in Geotechnical Fabric-Reinforced Soil Behavior
• Rectangular Hyperbola Fitting Method for One Dimensional Consolidation
• Nondestructive Soil Bulk Density Measurements by X-ray Attenuation
• Laboratory Instrument for Measuring Lateral Soil Pressure and Swelling Pressure
• An Electropneumatic Cyclic Loading System
• A Mechanistic Model for Strength and Fatigue of Cement-Treated Soils
• Testing of a Field Dielectric Soil Moisture Meter
• Constant-Volume Triaxial Tests to Study the Effects of Membrane Penetration
• Properties of Asphalt-Stabilized Aggregates from Evaluation of Laboratory Prepared Specimens
• A Hydrogeologic View of Waste Disposal in the Shallow Subsurface
• The Expansion Index Test
• Statistical Estimation of Compression Index
• Incremental Loading Device for Stress Path and Strength Testing of Soils
• Modern Electronics for Geotechnical Engineers 8. Microprocessor Applications
• Survey of Laboratory Devices for Measuring Soil Volume Change
• Operation of a Geotechnical Centrifuge from 1970 to 1979
• Modern Electronics for Geotechnical Engineers
• Feasibility of Drag Bit Tunneling in Limestone
• The Need for a Schema for the Classification of Transitional (Shale) Materials
• An Instrumented Triaxial Cell for Cyclic Loading of Clays
• Soil Stress Gage Calibration
• Modern Electronics for Geotechnical Engineers 6. Process Control Applications
• Consolidation Behavior of Peats
• The Uniaxial Strength of Rock Material
• Proposed New Method for the Determination of Density of Soil in Place
• Modern Electronics for Geotechnical Engineers 5. Digital Logic Circuits
• Suggested Method for Trimming Undisturbed Samples
• Effect of Stress Concentrations on the Cyclic Behavior of Sands
• The Point Load Test for the Tensile Strength of Rock
• Sclerograph Measurements on Rock Materials
• Modern Electronics for Geotechnical Engineers
• Modern Electronics for Geotechnical Engineers
• SI Units in Geotechnical Engineering
• Blast Vibration Implications of Cyclic Shear Behavior of Model Plaster Panels
• Modern Electronics for Geotechnical Engineers
• Testing for Evaluation of Stress-Strain Behavior of Clays
• New Method for the Calibration of the Inertia of Resonant Column Devices
• A Data Acquisition System for Testing the Mechanical Properties of Ice
• Modern Electronics for Geotechnical Engineers
• Automated Data Acquisition, Transducers, and Dynamic Recording for the Geotechnical Testing Laboratory
• A New Direct Simple Shear Device
• Strength and Stiffness of Silicate Grouted Sand with Different Stress Histories
• Comparisons of Field Density Test Results
• On the Determination of Stress State in the Simple Shear Apparatus
• Small-Scale Testing of Soils for Frost Action
• A Laboratory Method of Measuring In-Situ Density Distribution in Dry Sand
• Sampling and In-Situ Density of a Saturated Gravel Deposit
• A Special Pressure Meter and Pressure Meter Test for Pavement Evaluation and Design
• Suggested Method for the Calibration of Vibrating Tables for Maximum Index Density Testing
• Suggested Test Method for Determination of Degree of Saturation of Soil Samples by B Value Measurement
• A Compilation of Cyclic Triaxial Liquefaction Test Data
• A Hydraulic Tensile Test with Zero Transverse Strain for Geotechnical Fabrics
• Determination of Attenuation and Penetration Depth of Microwaves in Soil
• North American Experience in Sampling and Laboratory Dynamic Testing
• Multistage Triaxial Testing of Rocks
• Strength Testing of Compacted Shale
• Fluid Cushion Truly Triaxial or Multiaxial Testing Device
• Estimation of Consolidation Properties of Clay from Field Observations
• Use of the Osmotic Tensiometer to Measure Negative Pore Water Pressure
• Metal Versus Nonwoven Fiber Fabric Earth Reinforcement in Dry Sands: A Comparative Statistical Analysis of Model Tests
• Effects of Anisotropic Versus Isotropic Consolidation in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils
• Uniaxial Tension Tests on Cement-Stabilized Granular Materials
• Water-Manometer Tensiometers Installed and Read from the Land Surface
• Testing of Geotechnical Fabric for Use as Reinforcement
• Investigation of a Plate Index Test for Railroad Ballast
• Apparatus and Procedures for a Railroad Ballast Plate Index Test
• Suggested Practice for Description of Frozen Soils (Visual-Manual Procedure)
• Prediction of Potential Heave of Swelling Soil
• Some Effects of Test Configuration on Measured Soil Properties Under Cyclic Loading
• Dielectric Constant Determination of Soils at L Band Microwave Frequencies
• A Modified California Bearing Ratio Test for Granular Materials
• Geotechnical Properties of Hackensack Valley Varved Clays of New Jersey
• Normalized Deformation Parameters for Kaolin
• Suggested Method for Soil Specimen Remolding by Wet-Raining
• History of ASTM Committee D-18
• An Alternative to the Cathead and Rope for the Standard Penetration Test
• A Cyclic Simple Shear Apparatus for Dry Granular Materials
• Cubical Triaxial Apparatus for Soil Testing
• Preparing Test Specimens Using Undercompaction
• A New Apparatus for Measuring the Principal Strains in Anisotropic Clays
• Minimum and Maximum Densities of Granular Materials
• Constant-Rate-of-Strain and Controlled-Gradient Consolidation Testing
• Railroad Ballast Density Measurement
• Method of Test for Determining the Splitting Tensile Strength of Rocks