A conceptual model for the shakedown response of soft clay to high-cycle, low-amplitude undrained loading

Author:

Zhao Chuang,Liu Jiaming,Liu HongmingORCID,Bian Xuecheng,Chen YunminORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference58 articles.

1. Al-Tabbaa, A., Wood, D. M., 1989. An experimentally based 'bubble' model for clay, in: S. Pietruszczak, G. N. P., (Eds.). International Symposium on Numerical Models in Geomechanics (3rd: 1989). Elsevier Applied Science, pp. 91-99.

2. Full-scale model testing on a ballastless high-speed railway under simulated train moving loads;Bian;Soil Dyn. Earthq. Eng.,2014

3. Sand fabric evolution effects on drain design for liquefaction mitigation;Bouckovalas;Soil Dyn. Earthq. Eng.,2011

4. One-way cyclic triaxial behavior of saturated clay: comparison between constant and variable confining pressure;Cai;J. Geotech. Geoenviron.,2013

5. Stress-strain response of soft clay to traffic loading;Cai;Géotechnique.,2017

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