Effects of Strain Energy Adjustment: A Case Study of Rock Failure Modes during Deep Tunnel Excavation with Different Methods

Author:

Xie Liang-Tao,Yan Peng,Lu Wen-Bo,Chen Ming,Wang Gao-Hui

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference37 articles.

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2. Barton, N. R. (2000). TBM tunnelling in jointed and faulted rock, CRC Press, Rotterdam.

3. Cai, M. (2008). “Influence of stress path on tunnel excavation response–Numerical tool selection and modeling strategy.” Tunnelling and Underground Space Technology, Vol. 23, No. 6, pp. 618–628, DOI: 10.1016/j.tust.2007.11.005.

4. Cai, M., Kaiser, P. K., and Martin, C. D. (2001). “Quantification of rock mass damage in underground excavations from microseismic event monitoring.” International Journal of Rock Mechanics and Mining Sciences, Vol. 38, No. 8, pp. 1135–1145, DOI: 10.1016/S1365-1609(01)00068-5.

5. Cook, M. A., Cook, U. D., Clay, R. B., Keyes, R. T., and Udy, L. L. (1966). “Behavior of rock during blasting.” Transaction of Social Mining Engineering, Vol. 23, No. 1, pp. 17–25.

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