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Abstract

A coupled computational fluid dynamics and distinct element method (CFD-DEM) is proposed to simulate undrained triaxial tests on granular soils. In this method, the compressible volume-averaged Navier–Stokes equations of continuity and momentum with an additional state equation are used for modelling liquid flows. In addition, the volume-averaged Navier–Stokes equations are modified by including the velocity of moving grid in their convective terms to settle the problem of variable boundaries in the process of undrained triaxial compression. Then the capability of the developed method is mainly examined by comparisons with the constant volume method of simulating undrained triaxial tests, which shows that the results of the CFD-DEM method can compare favourably with those obtained from the constant volume method. Finally, the influences of strain rate, initial pore pressure and fluid compressibility on the undrained behavior of granular soils are carefully studied.

Details

Title
A coupled CFD-DEM method with moving mesh for simulating undrained triaxial tests on granular soils
Author
Zhang, An 1 ; Jiang Mingjing 2 ; Thornton, Colin 3 

 Tongji University, State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535); Tongji University, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535); Tongji University, Department of Geotechnical Engineering, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535) 
 Tongji University, State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535); Tongji University, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535); Tongji University, Department of Geotechnical Engineering, Shanghai, China (GRID:grid.24516.34) (ISNI:0000000123704535); Tianjin University, Department of Civil Engineering, Tianjin, China (GRID:grid.33763.32) (ISNI:0000 0004 1761 2484) 
 University of Birmingham, School of Chemical Engineering, Birmingham, UK (GRID:grid.6572.6) (ISNI:0000 0004 1936 7486) 
Publication year
2020
Publication date
Feb 2020
Publisher
Springer Nature B.V.
ISSN
14345021
e-ISSN
14347636
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2328544199
Copyright
Granular Matter is a copyright of Springer, (2019). All Rights Reserved.