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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
Matric Suction Measurement in Stress Path Cyclic Triaxial Testing of Unbound Granular Base Materials
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
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
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
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
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
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
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
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
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
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