Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation

Author:

Cao Zhigang1,Xiao Zheng2ORCID,Cai Yuanqiang3,Han Jie4

Affiliation:

1. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310027, P.R. China.

2. Ph.D. Candidate, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310027, P.R. China. ORCID: .

3. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310027, P.R. China; College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China (corresponding author).

4. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, Lawrence 66045, KS.

Publisher

American Society of Civil Engineers (ASCE)

Reference53 articles.

1. DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios

2. Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

3. ASTM. 2015. Standard specification for material for soil-aggregate subbase, base, and surface courses. ASTM D1241-07; D1241-15. West Conshohocken, PA: ASTM.

4. Stress and strain in granular assemblies

5. Burenkova, V. V. 1993. “Assessment of suffusion in non-cohesive and graded soils.” In Filters in geotechnical and hydraulic engineering, edited by Brauns and Schüler, 357–360. Rotterdam, Netherlands: Balkema.

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