The effect of cross-sectional shape of the tunnel on its dynamic response in jointed rock mass
Author:
Affiliation:
1. Indian Institute of Technology Bombay, India
2. Bhabha Atomic Research Centre, India
3. Nuclear Power Corporation of India Limited, India
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/20/10_v10.OS-9-08/_pdf
Reference12 articles.
1. 1) Aydan, Ö., Ohta, Y., Geniş, M., Tokashiki, N., & Ohkubo, K. (2010): Response and stability of underground structures in rock mass during earthquakes. Rock Mechanics and Rock Engineering, 43(6), 857–875.
2. 2) Bandis, S. C., Lumsdent, A. C., & Barton, N. R. (1983): Fundamentals of Rock Joint Deformation. In Int. J. Rock Mech. Min. Sci. & Geomech. Abstr (Vol. 20, Issue 6).
3. 3) Cai, J. G., & Zhao, J. (2000): Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses. International Journal of Rock Mechanics and Mining Sciences, 37(4), 661-682.
4. 4) Geniş, M., & Aydan, Ö. (2008): Assessment of Dynamic Response and Stability of an Abandoned Room and Pillar underground Lignite Mine.
5. 5) Hashash, Y. M., Hook, J. J., Schmidt, B., John, I., & Yao, C. (2001): Seismic design and analysis of underground structures. Tunnelling and underground space technology, 16(4), 247-293.
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