Modeling hard rock failure induced by structural planes around deep circular tunnels-Reference-Cited by-同舟云学术

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Modeling hard rock failure induced by structural planes around deep circular tunnels

Published:2019-01 Issue: Volume:205 Page:152-174
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Feng Fan,Li Xibing,Rostami Jamal,Li Diyuan

Funder

Key projects of National Natural Science Foundation of China

State Key Research Development Program of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference50 articles.

1. Combined finite–discrete numerical modeling of runout of the Torgiovannetto di Assisi rockslide in central Italy;Antolini;In J Geomech,2016

2. The failure of brittle solids containing small cracks under compressive stress states;Ashby;Acta Metall,1986

3. Fracture coalescence in rock-type materials under uniaxial and biaxial compression;Bobet;Int J Rock Mech Min Sci,1998

4. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—insight from numerical modeling;Cai;Int J Rock Mech Min Sci,2008

5. Fracture initiation and propagation in a Brazilian disc with a plane interface: a numerical study;Cai;Rock Mech Rock Eng,2013

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