Numerical simulation of the critical hydraulic gradient of granular soils at seepage failure by discrete element method and computational fluid dynamics-Reference-Cited by-同舟云学术

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Numerical simulation of the critical hydraulic gradient of granular soils at seepage failure by discrete element method and computational fluid dynamics

Published:2024-03 Issue: Volume:53 Page:1-14
ISSN:1570-6443
Container-title:Journal of Hydro-environment Research
language:en
Short-container-title:Journal of Hydro-environment Research

Author:

Li Yuqi^ORCID,Xu Liangchen,Ma Zhuyin,Ma Bingbing,Zhang Junhao

Publisher

Elsevier BV

Reference41 articles.

1. Computer simulation of the effect of particle stiffness coefficient on the particle-fluid flows[J];Akhshik;Part. Sci. Technol.,2022

2. Mechanical stability of propped hydraulic fractures: a numerical study[J];Asgian;J. Petrol. Tech.,1995

3. Hydraulics of groundwater[M];Bear,1979

4. Dynamics of Fluids in Porous Media[M];Bear,1988

5. Porosity distributions in a fluidized bed with an immersed obstacle[J];Bouillard;AIChE J,1989

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Structure and material of sports turf based on sponge-city concept: A combined experimental and numerical study;Case Studies in Construction Materials;2024-07

2. Prediction of dike seepage pressure based on ISSA-BiLSTM;2024-06-28

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