This paper outlines the construction process mechanics (CPM) principle for analysing the stability of rock tunnels and presents finite element method (FEM) numerical simulation and prediction on the deformation and failure of the rock masses surrounding tunnels under various rock mass properties and
β¦ LIBER β¦
Numerical Simulation of Rock Burst in Circular Tunnels Under Unloading Conditions
β Scribed by Jin-shan SUN; Qi-hu ZHU; Wen-bo LU
- Book ID
- 108484914
- Publisher
- Chinese Electronic Periodical Services
- Year
- 2007
- Tongue
- English
- Weight
- 335 KB
- Volume
- 17
- Category
- Article
- ISSN
- 1006-1266
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