Technical Committees / Committee D18 / Committee Publications

Journal of Testing and Evaluation

• Evaluation of Guy Anchorage Strength in Clay for Transmission Tower
• A New Method for Numerical Analysis of Reinforced Soil
• Evaluation of Bentonite-Fly Ash Mix for Its Application in Landfill Liners
• Influence of Drying and Wetting Cycles on SWCCs of Fine-Grained Soils
• Evaluation of Durability of Stabilized Clay Specimens Using Different Laboratory Procedures
• Recent Developments in the Swelling Model of Expansive Clays for Pavement-Heave Calculations
• Development of a Robust Stereo-PIV System for 3-D Soil Deformation Measurement
• Application of Digital Image Correlation Technique in Experimental Study of the Creep Behavior and Time Dependent Damage of Natural Rock Salt
• Characterizing the Precision Uncertainty in Vibratory Roller Measurement Values
• Effect of Parallel Gradations on Crushed Rock-Concrete Interface Behaviors
• Instrumented Model Rock Blasting
• Optical Measurement of Sand Deformation around a Laterally Loaded Pile
• Energy-Based Method for Analyzing the Collapse Characteristics of Silt Subjected to Changes of Principal Stress Orientation
• Laboratory Study on Soil Shear Stiffness and Strength Under Unloading Conditions
• Evaluating the Compaction Quality of Backfills by Stress Wave Velocities
• Characterization of Clean and Fouled Rail Track Ballast Subsurface Using Seismic Surface Survey Method: Model and Field Studies
• Stress-Strain Behavior and California Bearing Ratio of Artificially Cemented Sand
• A Study on the Influence of Measurement Procedures on Suction-Water Content Relationship of a Sandy Soil
• Sediment Volume Tests for Expansive Soil Identification and Classification
• Application of Impedance Spectroscopy for Determining Fabric Anisotropy of Fine-Grained Soils
• Evaluation of the Stiffness and Volumetric Behaviors of Medium Dense Sand under Principal Stress Rotations
• Position Reporting Error of Intelligent Compaction and Continuous Compaction Control Roller-Measured Soil Properties
• Laboratory Performance Evaluation of Subgrade Soils Stabilized with Sulfate-Bearing Cementitious Additives
• Estimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results
• A Critical Review of the Methodologies Employed for Determination of Tensile Strength of Fine-Grained Soils
• Experimental determination of coupled thermal-mechanical effects on fracture toughness of sandstone
• Stress History Effects on Consolidation and Permeability Behavior of Fine-Grained Soils
• History and Accomplishments of the U.S. Environmental Protection Agency’s Superfund Innovative Technology Evaluation (SITE) Monitoring and Measurement Technology (MMT) Program
• Statistical Correlations Between Seismic Wave Velocities and SPT Blow Counts and the Relative Density of Soils
• Accelerated Diffusion Test on the Intact Rock Mass
• V-Notched Shear Specimens for the Inclined Double Notch Shear Test
• Dynamic Testing of Materials with the Rotating Disk Indirect Bar-Bar Tensile Impact Apparatus
• Anisotropy of Field-Compacted Asphalt Concrete Material
• Column Compression Strength of Tubular Packaging Forms Made from Paper
• Analyzing the Crushing of Granular Materials by Sound Analysis Technique
• IT Projects Performance Indices and Evaluation
• Discussion on “A Study on the Beginning of Secondary Compression of Soils” by R. G. Robinson
• Testing of Rock Climbing Anchors
• Determination of Thermal Properties of Soils in a Geotechnical Centrifuge
• Fault Detection in a Water Hydraulic Motor Using a Wavelet Transform
• Effects of Steel and Tungsten Carbide Ball Indenters on Rockwell Hardness Measurements
• Hot Wire Method to Characterize the Thermal Conductivity of Particle-Filled Polymer Grouts Used in Pipe-in-Pipe Application
• Durability Effects on Flexural Behavior of Fly Ash Stabilized Limestone Aggregate
• Evaluation of Shear Strength Functions Based on Soil Water Characteristic Curves
• Numerical Investigation of Joint Effect on Shock Wave Propagation in Jointed Rock Masses
• Effect of Class C Fly Ash on the California Bearing Ratio Behavior of Soil-Fly Ash Mixes and Layered Systems
• Optimum Design of Gas Pycnometers for Determining the Volume of Solid Particles
• Centrifuge Modeling of Diffusion through Rock Mass
• A Study to Investigate the Influence of Soil Properties on Suction
• Laboratory Impulse Tests for Soil-Underground Structure Interactions
• Parametric Study on Cement Grout and Aggregate Media for Preplaced Aggregate Grouting
• Time-Constrained Scheduling and Module Allocation for On-Line Testability in Pipelined Data Paths
• Experimental Evaluation of Longitudinal Seismic Performance of Bridge Restrainers at In-Span Hinges
• Toughness Characterization of Fiber-Reinforced Concrete: Which Standard to Use?
• Geotechnical Properties of Compressible Materials Used for Induced Trench Construction
• The Pozzolanic Effect of Fly Ash on the California Bearing Ratio Behavior of Black Cotton Soil
• Fault Diagnosis of Loaded Water Hydraulic Actuators by Online Testing with LabVIEW®
• A Study on the Beginning of Secondary Compression of Soils
• Explaining the Hveem Stabilometer Test: Relating R-value, S-value, and the Elastic Modulus
• Comparison of Fine Aggregate Uncompacted Voids Content Measured by the ASTM C 1252 and the VTM-5 Devices
• Texture Measurement in Zr-2.5%Nb Pressure Tubes for Pressurized Heavy Water Reactors
• Compression Index of Clays and Silts
• Fabrication of Thermal Probes for Estimation of Soil Thermal Resistivity
• Experimental Assessment of Materials for Indirect Surface Texturing
• Evaluating the Quality of Cigarettes by an Electronic Nose System
• California Bearing Ratio Behavior of Cement-Stabilized Fly Ash-Soil Mixes
• The Fundamental Threshold Level—a New Parameter for Predicting Cavitation Erosion Resistance
• Letter from the Editor
• Simulation and Prediction of Hardness Performance of Rockwell Diamond Indenters Using Finite-Element Analysis
• Visualization of Localization in Grain Skeletons with Particle Image Velocimetry
• Investigation of Stress-Strain Relationship of Confined Concrete in Hollow Bridge Columns Using Neural Networks
• Evaluation of Bearing Capacity Improvement Using Composite Grids
• Photoelastic Evaluation of Stress Fields and Fracture During Dynamic Splitting Experiments
• Staged Compression-Immersion Direct Shear Test on Compacted Crushed Mudstone
• On Bounding a Near-Zero Probability When Zero Occurrences Appear in a Sample
• The Relation Between an Extreme Proportion and a Less Extreme Proportion, in the Context of the Comparability of Tests
• Influence of Suction Dissipation on Compression of Compacted Rock Aggregates Due to Immersion
• Synthesis of Methane Hydrate in an Unconsolidated Medium
• Measurement of Relative Surface Roughness at Particulate-Continuum Interfaces
• Application of a Geotechnical Centrifuge for Estimation of Unsaturated Soil Hydraulic Conductivity
• Specimen Instrumentation Techniques for Permanent Deformation Testing of Asphalt Mixtures
• Use of n-Propyl Bromide Solvents for Extraction and Recovery of Asphalt Cements
• Stress Pattern Analysis by Thermal Emission of Plain Weave Carbon Fiber/Epoxy Resin Composite Iosipescu Specimens with Three Different Notch Angles
• Homogeneous Unit Delineation for Interpreting Dynamic Cone Penetrometer Measurements
• Model Tests by Centrifuge of Soil Nail Reinforcements
• Development of New Low-Cost Indirect Tensile Test Equipment for Bituminous Mixtures
• Formation of Shear Bands in Model Ground Composed of Aluminum Rods Beneath a Footing
• Falling Head Hydraulic Conductivity Tests in a Geotechnical Centrifuge
• The Determination of the In-Plane Shear Characteristics of Aluminum Alloys
• California Bearing Ratio Behavior of Soil/Fly Ash Mixtures
• Effect of Zeolitization on Compaction, Consolidation, and Permeation Characteristics of a Lagoon Ash
• Experimental Evaluation of the Dynamic Shear Strength of Adhesive-Bonded Lap Joints
• Liquid Limit Determination of Class F Coal Ash
• Assessment of Misalignments in Some Selected Buildings in Jordan and Their Structural Effects
• Fault Diagnosis Theory: Method and Application Based on Multisensor Data Fusion
• Consolidation Behavior of Bentonite in Electrolyte Solutions
• Method-Specific Precision and Bias Relationships Developed from Data Submitted During USEPA Wastewater Laboratory Performance Evaluation Studies
• Fatigue and Stress Analysis of a Novel Test Coupon Geometry Developed for Hydraulic Pressure Impulse Testing
• In Situ Measurement of Fatigue Crack Growth Rates in a Silicon Carbide Ceramic at Elevated Temperatures Using a DC Potential System
• An Improved Capping Technique for Excavatable Controlled Low Strength Material Compressive Strength Cylinders
• Statistical Properties of the Bukit Timah Granite in Singapore
• Permeability and Consolidation Behavior of Fly Ashes
• Instability of Stacked Pallet Loads Due to Misalignment
• Development and Evaluation of a Biaxial Tensile Tester for Fabrics
• California Bearing Ratio Test Simplified
• Probabilistic Model for the Analysis of Dynamic Cone Penetrometer Test Values in Pavement Structure Evaluation
• Measuring the Triaxial Load-Deformation Response of Orthotropic Materials Subjected to Large and Small Strain Regimes
• Role of Filter Paper Separators on the Response of Clays Under Long-Duration Sustained Loading
• Dissipated Energy of Composite Materials—Part I: Cyclic Dynamic Stress
• Asphalt-Rubber Mixture Behavior and Design (Wet Process)
• Dynamic Calibration of Impact Test Instruments
• Variation of Resilient Modulus of Aggregate Base and Its Influence on Pavement Performance
• Stress-State Permeability Relationships for Clays with Coarse Fraction
• Studies of the Specific Gravity of Some Indian Coal Ashes
• Corrections for Triaxial Tests on Undisturbed Soils
• Compressibility Relations for Peat and Organic Soil
• A New Apparatus for Measuring the Drainage Properties of Porous Asphalt Mixes
• Symposium on International Advanced Vehicle/Transportation Infrastructure Technology
• Fly Ash as a Pre-Filter Material for the Retention of Lead Ions
• A Modified Theodolite Instrument: Conceptual Work
• Empirical Determination of the Manufacturing Processes Which Affect EFP Liner Performance
• Characterization of Base/Subbase Materials under Repetitive Loading
• A Quantitative X-Ray Diffraction Technique for Analyzing Sedimentary Rocks and Soils
• Objective Evaluation of Surface Characteristics to Determine Smoothness of Pile Fabrics
• Behavior of Asphalt Concrete Mixtures in Triaxial Compression
• Determining Asphalt Concrete Properties via the Impact Resonant Method
• Testing Techniques for Measurement of Bulk Modulus
• Techniques for the Determination of the Static and Dynamic Internal Friction Coefficients of Ceramic Powder
• Automated Data Acquisition and Load and Strain Measurement Resolution
• Pressure and Flexible Membrane Effects on Direct-Contact Extensometer Measurements in Axisymmetric Compression Tests
• Compaction of Asphalt Mixtures for Laboratory Testing: Evaluation Based on Density Profile
• Static Structural Integrity Monitoring System
• Compressibility Analysis of Wet Abraded Woven Fabrics
• Laboratory Testing of River Gravel Used in Arrester Beds
• Mechanical Behavior of Nailed Joints with Various Side Member Materials
• Evaluation of Variability in Resilient Modulus Test Results (ASTM D 4123)
• Relationships Between the Results of Nail Impact Bend Tests and Selected Nail Material Properties
• Hardness Gradients within Roll-Threaded Steel Nails
• Generalized Equation for Compression Ratio
• Basic Principles of Contaminant Transfer Modeling
• Using an Impact Device with Sliding Drop Collar for In Situ Evaluation of Compressive Strength of Insulating Cellular Concrete
• In Situ Dynamic Estimates of the Equation of State for Alluvium for Intermediate Pressures and High Rates
• Simple Determination of the Effective Young's Modulus of Rock by the Compliance Method
• Insulated Masonry Construction Using Knockout Web Concrete Block
• Quantitation of Carbon in Oil Shale Process Wastewaters: Coulometry Coupled with Ultraviolet-Peroxydisulfate and High-Temperature Oxidation
• One-Dimensional Consolidation Under Linear Loading
• A Rapid Method for Determining Triuranium Octoxide (U₃O₈) by Fluorometry
• High-Speed Compression Testing at Constant True Strain Rates for Hot Working Studies
• The Interactions of Stabilized Scrubber Sludge and Fly Ash with the Marine Environment
• Sludge to Fertile Soil—Research Results
• Biaxial Analogs of Triaxial Stresses
• Determining Filtration Efficiency by Comparing the Particle-Size Distribution in the Feed Stream to that in the Filtrate
• The Particle-Size Distribution in AC Fine Test Dust
• Effects of Dispersion and Swelling on Soil Hydraulic Conductivity
• Plastic Flow and Fracture Under Triaxial Loading
• Preparation of Isotropically Consolidated Clay Samples with Random Fabrics
• A Modified Fourier Method of Shape and Surface Texture Analysis of Planar Sections of Particles
• Shear Strength of Sand at Constant Volume
• Modification of the Thermobalance Method of Clay Determination and Analysis of Clay Mixtures
• Dynamic Monitoring of Liquid Systems for Particulate Contamination
• An Evaluation of a Proposed Test Method for Determining the Maximum Dry Density of Dense Graded Aggregate
• Block Concrete Is a Structural Material
• Remolding Stresses and Directional Strength Behavior of an Illitic Clay
• Inverse Method for Determining Approximate Stress-Strain Behavior of Soils
• An Apparatus for Two-Dimensional Measurement of the Shrinkage Resistance of Soils
• Procedures Used to Evaluate the Thermal Properties of Soils Adjacent to Buried Extra High Voltage Lines
• An Unconfined Direct Tension Test for Compacted Clays
• A Test Procedure for Determining the Resilient Properties of Granular Materials
• A Laboratory Method of Preparing Isotropic Samples of Clay
• Multistage Triaxial Testing of Lightly Overconsolidated Clays
• The Effect of the Intermediate Principal Stress on Triaxial Fatigue of 7075-T6 Aluminum Alloy
• Mechanization for Remolding Fine Grained Soils and for the Plastic Limit Test
• Triaxial Testing of Nonreinforced Concrete Specimens
• Obtainable Radiographic Equivalent Penetrameter Sensitivity
• Some Studies of the Influence of Localized and Gross Plasticity on the Monotonic and Cyclic Concentration Factors
• A Versatile Control System for Triaxial Testing of Soils
• The Membrane Effect in Triaxial Testing of Granular Soils