SEDL / Topics / Construction / Soil and Rock / Recent 25 JTE
Effect of Parallel Gradations on Crushed Rock-Concrete Interface Behaviors
Characterizing the Precision Uncertainty in Vibratory Roller Measurement Values
Characterization of Clean and Fouled Rail Track Ballast Subsurface Using Seismic Surface Survey Method: Model and Field Studies
Evaluating the Compaction Quality of Backfills by Stress Wave Velocities
Laboratory Study on Soil Shear Stiffness and Strength Under Unloading Conditions
Energy-Based Method for Analyzing the Collapse Characteristics of Silt Subjected to Changes of Principal Stress Orientation
Optical Measurement of Sand Deformation around a Laterally Loaded Pile
Instrumented Model Rock Blasting
Stress-Strain Behavior and California Bearing Ratio of Artificially Cemented Sand
Sediment Volume Tests for Expansive Soil Identification and Classification
A Study on the Influence of Measurement Procedures on Suction-Water Content Relationship of a Sandy Soil
Evaluation of the Stiffness and Volumetric Behaviors of Medium Dense Sand under Principal Stress Rotations
Application of Impedance Spectroscopy for Determining Fabric Anisotropy of Fine-Grained Soils
Laboratory Performance Evaluation of Subgrade Soils Stabilized with Sulfate-Bearing Cementitious Additives
Position Reporting Error of Intelligent Compaction and Continuous Compaction Control Roller-Measured Soil Properties
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
Accelerated Diffusion Test on the Intact Rock Mass
Statistical Correlations Between Seismic Wave Velocities and SPT Blow Counts and the Relative Density of Soils
Dynamic Testing of Materials with the Rotating Disk Indirect Bar-Bar Tensile Impact Apparatus
V-Notched Shear Specimens for the Inclined Double Notch Shear Test
IT Projects Performance Indices and Evaluation
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