Simulation of cracking near a large underground cavern in a discontinuous rock mass using the expanded distinct element method
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference24 articles.
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3. A computer model for simulating progressive large scale movements in blocky rock system;Cundall,1993
4. Use of the distinct element method to perform stress analysis in rock with non-persistent joints and to study the effect of joint geometry parameters on the strength and deformability of rock masses;Kulatilake;Rock Mech Rock Eng,1992
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