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An Elasto-plastic Model for Liquefiable Sands Subjected to Torsional Shear Loadings
This paper presents a modeling procedure for simulating the monotonic undrained torsional shear behavior of sands, including stress-strain relationship, and excess pore water pressure generation, while considering the void ratio and stress level dependence of stress-strain-dilatancy behavior of sand. A unique set of soil parameters is required by the model to satisfactorily predict the undrained behavior of loose and dense Toyoura sand over a wide range of initial void ratios and confining pressures, as proven by simulating experimental data produced by the authors and found in the literature.
An Elasto-plastic Model for Liquefiable Sands Subjected to Torsional Shear Loadings
This paper presents a modeling procedure for simulating the monotonic undrained torsional shear behavior of sands, including stress-strain relationship, and excess pore water pressure generation, while considering the void ratio and stress level dependence of stress-strain-dilatancy behavior of sand. A unique set of soil parameters is required by the model to satisfactorily predict the undrained behavior of loose and dense Toyoura sand over a wide range of initial void ratios and confining pressures, as proven by simulating experimental data produced by the authors and found in the literature.
An Elasto-plastic Model for Liquefiable Sands Subjected to Torsional Shear Loadings
Springer Ser.Geomech.,Geoengineer.
Yang, Qiang (editor) / Zhang, Jian-Min (editor) / Zheng, Hong (editor) / Yao, Yangping (editor) / Chiaro, Gabriele (author) / Koseki, Junichi (author) / De Silva, L. I. Nalin (author)
2013-01-01
8 pages
Article/Chapter (Book)
Electronic Resource
English
Cyclic Characterization of Liquefiable Sands
British Library Online Contents | 1993
|Cyclic Characterization of Liquefiable Sands
Online Contents | 1995
|Cyclic Characterization of Liquefiable Sands.
Online Contents | 1993
|Cyclic Characterization of Liquefiable Sands
British Library Online Contents | 1995
|