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Soil-Pile-Quay Wall System with Liquefaction-Induced Lateral Spreading: Experimental Investigation, Numerical Simulation, and Global Sensitivity Analysis
Publisher: American Society of Civil Engineers
Abstract: Extensive damage to offshore and port structures supported on piles behind a quay wall has been frequently reported as a result of soil liquefaction and lateral spreading in earthquakes. This study aims to explore the ...
Modeling of Relaxation Parameters and Strength Aging of Silt under the Influence of Initial Strain in Three-Dimensional Stress Conditions
Publisher: American Society of Civil Engineers
Abstract: Abstract Stress relaxation, as an important time-dependent characteristic of soil, can significantly
influence the long-term stability of geotechnical engineering. Existing studies have
primarily focused on the stress ...
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