Unloading-induced failure of brittle rock and implications for excavation-induced strain burst
Author:
Funder
Nanyang Technological University
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference45 articles.
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3. Assessment of excavation damaged zone using a micromechanics model;Cai;Tunn. Undergr. Space Technol.,2005
4. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion;Carranza-Torres;Int. J. Rock Mech. Min.,1999
5. A clumped particle model for rock;Cho;Int. J. Rock Mech. Min.,2007
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