A Naturally Stabilized Semi-Lagrangian Meshfree Formulation for Multiphase Porous Media with Application to Landslide Modeling-Reference-Cited by-同舟云学术

A Naturally Stabilized Semi-Lagrangian Meshfree Formulation for Multiphase Porous Media with Application to Landslide Modeling

Published:2020-04 Issue:4 Volume:146 Page:04020012
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wei Haoyan¹^ORCID,Chen Jiun-Shyan²^ORCID,Beckwith Frank³,Baek Jonghyuk³

Affiliation:

1. Postdoctoral Scholar, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093. ORCID: .

2. William Prager Chair Professor, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093 (corresponding author). ORCID: .

3. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001729

Reference58 articles.

1. Material Point Method for Coupled Hydromechanical Problems

2. Recent developments of the Material Point Method for the simulation of landslides

3. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method

4. Coupling of soil deformation and pore fluid flow using material point method

5. Element-free Galerkin methods

Cited by 41 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. Inhomogeneous Neumann boundary conditions for MPM and GIMP;Computers and Geotechnics;2024-09

2. A stable meshfree method for simulations of munition penetration into earth;Engineering with Computers;2024-07-29

3. Modeling the large deformation failure behavior of unsaturated porous media with a two-phase fully-coupled smoothed particle finite element method;Computer Methods in Applied Mechanics and Engineering;2024-07

4. An SPH framework for drained and undrained loading over large deformations;International Journal for Numerical and Analytical Methods in Geomechanics;2024-06-14

5. A stable implicit nodal integration-based particle finite element method (N-PFEM) for modelling saturated soil dynamics;Journal of Rock Mechanics and Geotechnical Engineering;2024-06