Application of a kinematic-cyclic plasticity model in simulating sand liquefaction

Author:

Bao Yu,Sture Stein

Publisher

Springer Science and Business Media LLC

Subject

General Medicine

Reference17 articles.

1. Arulmoli, K., Muraleetharan, K.K., Hossain, M.M., Fruth, L.S.: VELACS Laboratory Testing Program, Soil Data Report. The Earth Technology Corporation, Project No. 90–0562. Irvine, California (1992)

2. Bao, Y., Ge, Y.-N., Sture, S.: Unconstrained optimization and calibration of a kinematic-cyclic plasticity model. ASCE Geotechnical Special Publication No. 128, Soil Constitutive Models—Evaluation, Selection, and Calibration, 45–68, Geo-Frontiers 2005. Austin, Texas (2005)

3. Bao, Y., Ge, Y.-N., Sture, S., Ko, H.-Y.: Numerical modeling of cyclic mobility in saturated soil. In: Proceedings of 3rd Biot Conference on Poromechanics, pp. 353–359. Norman, Oklahoma (2005)

4. Casagrande, A.: Memorandum titled “Terminology concerning cyclic tests”. June 11, 1969

5. Castro, G.: Liquefaction and cyclic mobility of saturated sands. J. Geotech. Eng. ASCE, 101, GT6, 551–569 (1975)

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1. Numerical simulation of liquefaction phenomenon considering infinite boundary;Soil Dynamics and Earthquake Engineering;2021-03

2. Use of coupled finite-infinite element in modeling of liquefaction;Modeling in Geotechnical Engineering;2021

3. Simulation of liquefaction phenomenon in semi-infinite domain under harmonic loading;International Journal of Geotechnical Engineering;2014-05-08

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