A modified phase-field model simulating multiple cracks propagation of fissured rocks under compressive or compressive-shear conditions-Reference-Cited by-同舟云学术

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A modified phase-field model simulating multiple cracks propagation of fissured rocks under compressive or compressive-shear conditions

Published:2024-10 Issue: Volume:133 Page:104549
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Wang Susheng,Yang Shengqi,Zhang Qiang^ORCID,Shen Wanqing,Zhang Jiuchang,Huang Qingfu

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference48 articles.

1. A coupled elastoplastic damage model for brittle rocks and its application in modelling underground excavation;Zhang;Int. J. Rock Mech. Min. Sci.,2016

2. Excavation optimization and stability analysis for large underground caverns under high geostress: a case study of the Chinese Laxiwa project;Jiang;Rock Mech. Rock Eng.,2019

3. Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study;Zhao;Soil Dyn. Earthquake Eng.,2024

4. Study on rock mechanics in deep mining engineering, Yanshilixue Yu Gongcheng Xuebao/Chin;He;J. Rock Mech. Eng.,2005

5. A new constitutive model capturing brittle–ductile transition for crystalline marble;Wang;Arab. J. Geosci.,2022

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