Stress Intensity Factor Analysis and the Stability of Overhanging Rock-Reference-Cited by-同舟云学术

Stress Intensity Factor Analysis and the Stability of Overhanging Rock

Published:2017-04-05 Issue:8 Volume:50 Page:2135-2142
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Huang R. Q.,Wu L. Z.^ORCID,He Q.,Li J. H.

Funder

the National Natural Science Foundation of China

the National Basic Research Program of China (973 Program)

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/article/10.1007/s00603-017-1209-z/fulltext.html

Reference39 articles.

1. Barsoum RS (1976) On the use of isoparametric finite elements in linear fracture mechanics. Int J Numer Meth Eng 10:25–37

2. Cai WM, Murti V, Valliappan S (1990) Slope stability analysis using fracture mechanics approach. Theor Appl Fract Mech 12:261–281

3. Chen HK, Tang HM (2007) Method to calculate fatigue fracture life of control fissure in perilous rock. Appl Math Mech 28:643–649

4. Chen HK, Tang HM (2010) Stability analysis method of perilous rock in source of avalanche. J Geol Min Res 2(3):60–68

5. Chen HK, Tang HM (2013) Study on the support–anchor combined technique to control perilous rock at the source of avalanche by fracture mechanics. Int Appl Mech 49(3):135–144

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