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Evolution of Void Fabrics and Their Effects on Liquefaction Behaviors of Granular Soils: Insight from DEM-Clump Simulation
Publisher: American Society of Civil Engineers
Abstract: Previous studies have demonstrated that macroscopic liquefaction behavior is closely related to the evolution of the microstructure (fabric) of soils. Here we perform three-dimensional (3D) discrete-element method (DEM) ...
Evolution of Soil Fabrics toward Critical State for Granular Soils: A Comprehensive Investigation
Publisher: ASCE
Abstract: The critical-state theory (CST) serves as the foundation of modern soil mechanics and has gained widespread acceptance for explaining the behavior of granular materials. The classical CST does not address the fabric ...
Probing Fabric Evolution and Reliquefaction Resistance of Sands Using Discrete-Element Modeling
Publisher: ASCE
Abstract: Recent case histories have demonstrated that soil liquefaction can occur repeatedly at a site during a sequence of earthquake events. Field observations and laboratory tests imply that reliquefaction resistance can be ...