Multiscale simulation study for mechanical characteristics of coral sand influenced by particle breakage DOI
Feng Liu, Hongxiang Tang, Mohamed A. Shahin

et al.

Powder Technology, Journal Year: 2024, Volume and Issue: unknown, P. 120387 - 120387

Published: Oct. 1, 2024

Language: Английский

Solving fluid flow in discontinuous heterogeneous porous media and multi-layer strata with interpretable physics-encoded finite element network DOI Creative Commons
Xi Wang, Wei Wu,

Hehua Zhu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: Dec. 1, 2024

Language: Английский

Citations

7

A hydro-mechanical coupled contact method for two-phase geotechnical large deformation problems within the SNS-PFEM framework DOI
Huangcheng Fang, Zhen‐Yu Yin,

Dingli Zhang

et al.

Computer Methods in Applied Mechanics and Engineering, Journal Year: 2024, Volume and Issue: 420, P. 116743 - 116743

Published: Jan. 14, 2024

Language: Английский

Citations

6

Material point method simulation of hydro-mechanical behaviour in two-phase porous geomaterials: A state-of-the-art review DOI Creative Commons

Xiangcou Zheng,

Shuying Wang,

Feng Yang

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2023, Volume and Issue: 16(6), P. 2341 - 2350

Published: July 1, 2023

The material point method (MPM) has been gaining increasing popularity as an appropriate approach to the solution of coupled hydro-mechanical problems involving large deformation. In this paper, we survey current state-of-the-art in MPM simulation behaviour two-phase porous geomaterials. review covers recent advances and development their extensions capture deformations. focus is aiming at providing a clear picture what or not developed implemented for simulating deformation problems, which will provide some direct reference both practitioners researchers.

Language: Английский

Citations

15

Thermo‐hydro‐mechanical coupled material point method for modeling freezing and thawing of porous media DOI Creative Commons
Jidu Yu, Jidong Zhao, Shiwei Zhao

et al.

International Journal for Numerical and Analytical Methods in Geomechanics, Journal Year: 2024, Volume and Issue: 48(13), P. 3308 - 3349

Published: June 21, 2024

Abstract Climate warming accelerates permafrost thawing, causing warming‐driven disasters like ground collapse and retrogressive thaw slump (RTS). These phenomena, involving intricate multiphysics interactions, phase transitions, nonlinear mechanical responses, fluid‐like deformations, pose increasing risks to geo‐infrastructures in cold regions. This study develops a thermo‐hydro‐mechanical (THM) coupled single‐point three‐phase material point method (MPM) simulate the time‐dependent transition large deformation behavior arising from thawing or freezing of ice/water porous media. The mathematical framework is established based on multiphase mixture theory which ice treated as solid constituent playing role skeleton together with soil grains. additional strength due cementation characterized via an saturation‐dependent Mohr–Coulomb model. formulations are solved using fractional‐step‐based semi‐implicit integration algorithm, can offer both satisfactory numerical stability computational efficiency when dealing nearly incompressible fluids extremely low permeability conditions frozen Two hydro‐thermal coupling cases, that is, inclusion Talik closure/opening, first benchmarked show correctly conduction‐ convection‐dominated thermal regimes systems. fully THM responses further validated by simulating 1D consolidation 2D rock example. Good agreements experimental results achieved, impact variations including settlement frost heave, successfully captured. Finally, predictive capability MPM thawing‐triggered failure demonstrated modeling RTS strip footing ground.

Language: Английский

Citations

6

A convex cone programming based implicit material point method DOI
Xi-Wen Zhou, Yin‐Fu Jin,

Kai-Yuan He

et al.

Computer Methods in Applied Mechanics and Engineering, Journal Year: 2024, Volume and Issue: 427, P. 117007 - 117007

Published: May 4, 2024

Language: Английский

Citations

5

A coupled FEM-DEM study on mechanical behaviors of granular soils considering particle breakage DOI
Yu Wang,

Jiayan Nie,

Shiwei Zhao

et al.

Computers and Geotechnics, Journal Year: 2023, Volume and Issue: 160, P. 105529 - 105529

Published: May 19, 2023

Language: Английский

Citations

13

A hybrid direct FE2 method for modeling of multiscale materials and structures with strain localization DOI
Kai Liu,

Lu Meng,

Ang Zhao

et al.

Computer Methods in Applied Mechanics and Engineering, Journal Year: 2023, Volume and Issue: 412, P. 116080 - 116080

Published: May 12, 2023

Language: Английский

Citations

11

Unified framework for geotechnical cross-contact problems with interfacial fluid flow DOI
Huangcheng Fang, Zhen‐Yu Yin,

Dingli Zhang

et al.

International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 269, P. 109047 - 109047

Published: Jan. 15, 2024

Language: Английский

Citations

4

An improved explicit MPM formulation and its coupling scheme with FEM DOI
Xi-Wen Zhou, Yin‐Fu Jin,

Kai-Yuan He

et al.

Computer Methods in Applied Mechanics and Engineering, Journal Year: 2025, Volume and Issue: 436, P. 117734 - 117734

Published: Jan. 17, 2025

Language: Английский

Citations

0

Geo-interface modeling with material point method: A review DOI Creative Commons

Tiancheng Xie,

Hong‐Hu Zhu, Youkou Dong

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 1, 2025

Language: Английский

Citations

0