Elastoplastic Damage Modeling of Rock Spalling/Failure Induced by a Filled Flaw Using the Material Point Method (MPM)-Reference-Cited by-同舟云学术

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Elastoplastic Damage Modeling of Rock Spalling/Failure Induced by a Filled Flaw Using the Material Point Method (MPM)

Published:2023-03-07 Issue:6 Volume:56 Page:4133-4151
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Ai Shu-Gang^ORCID,Gao Ke

Funder

China Postdoctoral Science Foundation

Guangdong Provincial Key Laboratory of Geophysical High-resolution Imaging Technology

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-023-03265-8.pdf

Reference56 articles.

1. Bandara S, Soga K (2015) Coupling of soil deformation and pore fluid flow using material point method. Comput Geotech 63:199–214

2. Bardenhagen SG, Kober EM (2004) The generalized interpolation material point method. Comput Model Eng Sci 5(6):477–496

3. Burghardt J, Brannon R, Guilkey J (2012) A nonlocal plasticity formulation for the material point method. Comput Methods Appl Mech Eng 225:55–64

4. de Souza Neto EA, Peric D, Owen DR (2011) Computational methods for plasticity: theory and applications. Wiley, New York

5. Deb D, Pramanik R (2013) Failure process of brittle rock using smoothed particle hydrodynamics. J Eng Mech 139(11):1551–1565

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1. Large-Deformation Modeling of Surface Instability and Ground Collapse during Tunnel Excavation by Material Point Method;Buildings;2024-08-05

2. Numerical simulation on the dynamic mechanical response and fracture mechanism of rocks containing a single hole;International Journal of Coal Science & Technology;2024-07-19

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