Experimental Study on the Dilatancy Characteristics and Equation of Saturated Sand–Gravel Composites during the Whole Shearing Process

Author:

Wang Xingliang1ORCID,Xu Bin2,Meng Xiaohai3,Fan Qunying3

Affiliation:

1. Ph.D. Candidate, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

2. Professor, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

3. Ph.D. Candidate, School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference45 articles.

1. Alonso, E. E., E. F. O. Iturralde, and E. E. Romero. 2007. Dilatancy of coarse granular aggregates, 119–135. Berlin: Springer.

2. Stress–dilatancy in very loose sand

3. A state parameter for sands

4. CS (Chinese Standards). 1999. Specification of soil test. SL237-1999. Beijing: China Hydraulic Press.

5. Study of dilatancy behaviors of coarse-grained soils in large-scale triaxial test;Chu F.;Rock Soil Mech.,2013

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