Experimental investigation of cyclic failure mechanism of saturated coral sand under various consolidation conditions

Author:

Qin YouORCID,Du Xinyu,Wu Qi,Ma Weijia,Chen Guoxing

Funder

National Natural Science Foundation of China

the Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference59 articles.

1. ASTM International (2013) D5311/D5311M Standard test method for load controlled cyclic triaxial strength of soil. ASTM International, West Conshohocken

2. ASTM International (2016a) D4253-16. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM International, West Conshohocken

3. ASTM International (2016b) D4254-16 Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM International, West Conshohocken

4. Booker JR, Rahman MS, Seed HB (1976) A computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading. Earthquake Engineering Research Center, University of California at Berkeley, Berkeley

5. Brandes HG (2011) Simple shear behavior of calcareous and quartz sands. Geotech Geol Eng 29:113–126. https://doi.org/10.1007/s10706-010-9357-x

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