Modeling large-deformation features of the Lower San Fernando Dam failure with the Material Point Method-Reference-Cited by-同舟云学术

Modeling large-deformation features of the Lower San Fernando Dam failure with the Material Point Method

Published:2024-01 Issue: Volume:165 Page:105881
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Talbot Lauren E.D.,Given Joel,Tjung Ezra Y.S.,Liang Yong^ORCID,Chowdhury Khaled,Seed Raymond,Soga Kenichi

Funder

National Science Foundation

University of Texas at Austin

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. In situ visualization of regional-scale natural hazards with galaxy and material point method;Abram;Comput. Sci. Eng.,2022

2. Formulation of a Dynamic Material Point Method (MPM) for Geomechanical Problems;AL-Kafaji,2013

3. Coseismic site response and slope instability using periodic boundary conditions in the material point method;Alsardi;J. Rock Mech. Geotech. Eng.,2022

4. Nonlinear Finite Elements for Continua and Structures;Belytschko,2014

5. B-spline based boundary conditions in the material point method;Bing;Comput. Struct.,2019

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