Modelling the brittle rock failure by the quaternion-based bonded-particle model in DEM-Reference-Cited by-同舟云学术

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Modelling the brittle rock failure by the quaternion-based bonded-particle model in DEM

Published:2024-04 Issue:2 Volume:3 Page:100115
ISSN:2773-2304
Container-title:Rock Mechanics Bulletin
language:en
Short-container-title:Rock Mechanics Bulletin

Author:

Zhao Tao^ORCID,Collins Philip E.F.^ORCID

Funder

EPSRC

Royal Society

Publisher

Elsevier BV

Reference45 articles.

1. Relating discrete element method parameters to rock properties using classical and micropolar elasticity theories;Alassi;Int. J. Numer. Anal. Methods GeoMech.,2012

2. Risk of shear failure and extensional failure around over-stressed excavations in brittle rock;Barton;J. Rock Mech. Geotech. Eng.,2017

3. On the monitoring and early-warning of brittle slope failures in hard rock masses: examples from an open-pit mine;Carlà;Eng. Geol.,2017

4. Fragmentation in the val pola rock avalanche, Italian Alps;Crosta;J. Geophys. Res.: Earth Surf.,2007

5. Investigating the micro mechanics of cemented sand using DEM;de Bono;Int. J. Numer. Anal. Methods GeoMech.,2015

Cited by 1 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. An effect of compound defects with x-shaped fissures and holes on brittleness and failure characteristics of deep rock mass;Theoretical and Applied Fracture Mechanics;2024-10

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