Quasi-three-dimensional physical model tests on a cavern complex under high in-situ stresses

Author:

Weishen Zhu,Yong Li,Shucai Li,Shugang Wang,Qianbing Zhang

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. Micro-mechanics based continuum model for a jointed rock mass and excavation analyses of a large-scale cavern;Yoshida;Int J Rock Mech Min Sci,2004

2. Stability analysis of an underground power cavern in a bedded rock formation;Xia;Tunnelling Undergr Space Tech,2007

3. Meek JL. Recent experience with numerical analysis of mining engineering related problems. In: Proceedings of the 5th international conference on numerical methods in geomechanics; 1985. p. 93–103.

4. Huang J, Ma G, Yang Z. The application of the boundary element method (BEM) to mining engineering of Golden River Underground Phosphorus Mine. In: Proceedings of the 5th international conference on numerical methods in geomechanics; 1985. p. 1557–63.

5. Farahmond D. Boundary element method for evaluating stability of underground opening in rocks. In: Proceedings of the international symposium on large rock caverns, Helsinki, 25–28 August 1986, vol. 2, p. 1247–53.

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