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• W2103149228 abstract "This paper presents a bounding surface plasticity model for sand that considers fabric and its evolution during monotonic shearing. The model is based on critical-state soil mechanics. The bounding surface controls sand stiffness through a relationship that depends on the distance from the current state to the bounding surface calculated using a rigorous algorithm. Dilatancy, which measures the plastic volume change caused by plastic shear deformation, is captured through a newly introduced phase transformation line. The fabric is quantified based on the distribution of contact normals between particles; it affects the location of the phase transformation line (thus, the dilatancy). Simulation results using the model are in excellent agreement with test data for Toyoura sand." @default.
• W2103149228 created "2016-06-24" @default.
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• W2103149228 date "2015-06-01" @default.
• W2103149228 modified "2023-09-27" @default.
• W2103149228 title "Bounding surface modeling of sand with consideration of fabric and its evolution during monotonic shearing" @default.
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• W2103149228 doi "https://doi.org/10.1016/j.ijsolstr.2015.03.005" @default.
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