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RISDynamic Evolution of Cracks in Slag-Modified Soil under Uniaxial Loading Using Real-Time X-Ray Computed Tomography
Publisher: American Society of Civil Engineers
Abstract: The cracking behavior of subgrade filling is crucial for the stability of road embankments. Slag-modified soil (SMS), which is commonly used as a reinforcing material for construction in highway and railway engineering, ...
Investigation of Deflection of a Laterally Loaded Pile and Soil Deformation Using the PIV Technique
Publisher: American Society of Civil Engineers
Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy
Publisher: American Society of Civil Engineers
Abstract: Predicting the lateral displacement in the diaphragm wall is of significance for the design of foundation pits. This study investigated the behavior of diaphragm walls with internal bracing under eccentric loads. The wall ...
Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy
Publisher: American Society of Civil Engineers
Abstract: Predicting the lateral displacement in the diaphragm wall is of significance for the design of foundation pits. This study investigated the behavior of diaphragm walls with internal bracing under eccentric loads. The wall ...
Full 3D Displacement Measuring System for 3D Displacement Field of Soil around a Laterally Loaded Pile in Transparent Soil
Publisher: American Society of Civil Engineers
Abstract: An improved three-dimensional (3D) displacement measuring system that uses the particle image velocimetry (PIV) technique was developed to measure the full 3D displacement fields around a laterally loaded pile in transparent ...
Freeze–Thaw Impact on Sandy Clay in Artificial Frozen Walls: An Investigation of Shear Strength and Pore-Size Distribution
Publisher: ASCE
Abstract: Artificial ground freezing construction is an effective and widely adopted method for reinforcement in constructing subway tunnels. Regarding sandy clay in artificial frozen walls, changes in its microstructure can affect ...
Full 3D Displacement Measuring System for 3D Displacement Field of Soil around a Laterally Loaded Pile in Transparent Soil
Publisher: American Society of Civil Engineers
Abstract: An improved three-dimensional (3D) displacement measuring system that uses the particle image velocimetry (PIV) technique was developed to measure the full 3D displacement fields around a laterally loaded pile in transparent ...