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A Modified Bounding Surface Hypoplasticity Model for Sands
A modified bounding surface hypoplasticity model is developed to capture distinct dilatancy behaviors of sandy soils during various phases of cyclic loading. The model features a new modulus formulation, a phase transformation surface that is dependent on a state variable and soil density. The effects of accumulated plastic strains on the plastic moduli are also considered. The modified model improves simulation of cyclic mobility and post-liquefaction behavior of both loose and dense sands. The model capacity is demonstrated by comparing the model simulations with a series of undrained cyclic simple shear tests on Fraser River sand.
A Modified Bounding Surface Hypoplasticity Model for Sands
A modified bounding surface hypoplasticity model is developed to capture distinct dilatancy behaviors of sandy soils during various phases of cyclic loading. The model features a new modulus formulation, a phase transformation surface that is dependent on a state variable and soil density. The effects of accumulated plastic strains on the plastic moduli are also considered. The modified model improves simulation of cyclic mobility and post-liquefaction behavior of both loose and dense sands. The model capacity is demonstrated by comparing the model simulations with a series of undrained cyclic simple shear tests on Fraser River sand.
A Modified Bounding Surface Hypoplasticity Model for Sands
Springer Ser.Geomech.,Geoengineer.
Yang, Qiang (Herausgeber:in) / Zhang, Jian-Min (Herausgeber:in) / Zheng, Hong (Herausgeber:in) / Yao, Yangping (Herausgeber:in) / Wang, Gang (Autor:in) / Xie, Yongning (Autor:in)
01.01.2013
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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