Digital Library / Topics / Construction / Soil and Rock / Recent 25 GTJ

• A Miniature Cone for Measuring the Slump of Soil-Bentonite Cutoff Wall Backfill
• Large-Scale Model Footing Tests on Geogrid-Reinforced Foundation and Marginal Embankment Soils
• Potential Phase Unwrapping Errors Associated with SASW Measurements at Soft-Over-Stiff Sites
• New Slurry Displacement Method for Reconstitution of Highly Gap-Graded Specimens for Laboratory Element Testing
• EIT Oedometer: An Advanced Cell to Monitor Spatial and Time Variability in Soil with Electrical and Seismic Measurements
• A New Technique for Monitoring Movement of Buried Objects Using an Electrode Switching System
• Direct Shear Testing of a Marginal Material Using a Large Shear Box
• Soil Stiffness Evaluation for Compaction Control of Cohesionless Embankments
• Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests
• Influence of Mica Content on Time Domain Reflectometry and Soil Water Characteristic Curve of Coarse Granular Materials
• Prediction of Effective Porosity of Contaminated Fine Grained Soils Using Electrical Properties
• Measurement of Normal Pressures and Friction Forces Acting on Buried Pipes Subjected to Cyclic Axial Displacements in Laboratory Experiments
• Calibration Chamber Modeling of Compaction Grouting
• A Polyaxial System for Testing of Jointed Rock Mass Models
• A Computer-Controlled Triaxial Test Apparatus for Measuring Swelling Characteristics of Reconstituted Clay-Bearing Rock
• Sand-to-Concrete Interface Response to Complex Load Paths in a Large Displacement Shear Box
• Detecting Subsurface Voids Using Ground-Coupled Penetrating Radar
• Measuring Fast Shear Strengths Along Slickensided Surfaces in the Bromhead Ring Shear
• A New Laboratory Apparatus to Evaluate Hydrodynamic Dispersibility of Soil During Ocean Dumping
• Development of a Modified in situ Direct Shear Test Technique to Determine Shear Strength Parameters of Mine Rock Piles
• Toe-Driven Tapered Fiber-Reinforced Polymer Self-Consolidating Concrete Composite Piles: New High-Performance Technology for Deep Foundations
• Laboratory Procedure to Obtain Well-Mixed Soil Binder Samples of Medium Stiff to Stiff Expansive Clayey Soil for Deep Soil Mixing Simulation
• Correlation Between Miniature Cone Tip Resistance and Shear Strength Parameters of Clean and Silty Sand Using a Conventional Triaxial Setup
• Simple Shear Test for Interfaces Between Core and Filter Soils in Rock-Fill Dams
• Uniformity of Axial Displacement in Element Testing
• View All GTJ