Post-liquefaction shearing behaviour of saturated gravelly soils: Experimental study and discrete element simulation

Author:

Wang Yong,Wang Yanli,Kong Lingwei,Sun Zhiliang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Cyclic behavior of dense coarse-grained materials in relation to dams;Baneriee,1979

2. A state parameter for sands;Been;Géotechnique,1985

3. Numerical simulations of granular flow and filling;Bierwisch,2009

4. Distribution and characteristics of gravelly soil liquefaction in the Wenchuan Ms 8.0 earthquake;Cao;Earthquake Engineering and Engineering Vibration,2010

5. Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0;Cao;Soil Dynamics and Earthquake Engineering,2011

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