Full Text:   <2727>

CLC number: TU434

On-line Access: 2021-11-17

Received: 2020-12-16

Revision Accepted: 2021-01-14

Crosschecked: 2021-10-20

Cited: 0

Clicked: 4500

Citations:  Bibtex RefMan EndNote GB/T7714


Zhuang Jin


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Journal of Zhejiang University SCIENCE A 2021 Vol.22 No.11 P.882-893


Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model

Author(s):  Zhuang Jin, Zhao Lu, Yi Yang

Affiliation(s):  Department of Ocean Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China; more

Corresponding email(s):   messi.luzhao@connect.umac.mo, yb87402@um.edu.mo

Key Words:  Granular material, Smoothed particle hydrodynamics (SPH), Large deformations, Critical state, Collapse

Zhuang Jin, Zhao Lu, Yi Yang. Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model[J]. Journal of Zhejiang University Science A, 2021, 22(11): 882-893.

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author="Zhuang Jin, Zhao Lu, Yi Yang",
journal="Journal of Zhejiang University Science A",
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%T Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model
%A Zhuang Jin
%A Zhao Lu
%A Yi Yang
%J Journal of Zhejiang University SCIENCE A
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%N 11
%P 882-893
%@ 1673-565X
%D 2021
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2000598

T1 - Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model
A1 - Zhuang Jin
A1 - Zhao Lu
A1 - Yi Yang
J0 - Journal of Zhejiang University Science A
VL - 22
IS - 11
SP - 882
EP - 893
%@ 1673-565X
Y1 - 2021
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2000598

The complex behavior of granular material considering large deformation and post-failure is of great interest in the geotechnical field. Numerical prediction of these phenomena could provide useful insights for engineering design and practice. In this paper, we propose a novel numerical approach to study soil collapse involving large deformation. The approach combines a recently developed critical state-based sand model SIMSAND for describing complex sand mechanical behaviors, and the smoothed particle hydrodynamics (SPH) method for dealing with large deformation. To show the high efficiency and accuracy of the proposed approach, a series of column collapses using discrete element method (DEM) and considering the influence of particle shapes (i.e. spherical shape (SS), tetrahedral shape (TS), and elongated shape (ES)) were adopted as benchmarks and simulated by the proposed method. The parameters of SIMSAND were calibrated from the results of DEM triaxial tests on the same samples. Compared with the results of DEM simulations and reference solutions derived by published collapse experiments, the runout distance and final height of specimens with different particle shapes simulated by SPH-SIMSAND were well characterized and incurred a lower computational cost. Comparisons showed that the novel SPH-SIMSAND approach is highly efficient and accurate for simulating collapse, and can be a useful numerical analytical tool for real scale engineering problems.


方法: 采用数值仿真和离散元的方法.


Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article


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