Deformation Patterns and Surface Settlement Trough in Stratified Jointed Rock in Tunnel Excavation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0477-4.pdf
Reference22 articles.
1. Bhasin, R. and Hoeg, K. (1998). “Parametric study for a large cavern in jointed rock using a distinct element model (udec—bb).” International Journal of Rock Mechanics and Mining Sciences, vol. 35, no. 1, pp. 17–29. DOI: https://doi.org/10.1016/S0148-9062(97)00312-4 .
2. Deng, X. F., Zhu, J. B., Chen, S. G., Zhao, Z. Y., Zhou, Y. X., and Zhao, J. (2014). “Numerical study on tunnel damage subject to blastinduced shock wave in jointed rock masses.” Tunnelling and Underground Space Technology, vol. 43, no. 6, pp. 88–100. DOI: https://doi.org/10.1016/j.tust.2014.04.004 .
3. Diederichs, M. S. and Kaiser, P. K. (1999). “Stability of large excavations in laminated hard rock masses: The voussoir analogue revisited.” International Journal of Rock Mechanics and Mining Sciences, vol. 36, no. 1, pp. 97–117. DOI: https://doi.org/10.1016/S0148-9062(98)00180-6 .
4. Fairhurst, C. and Pei, J. (1990). “A comparison between the distinct element method and the finite element method for analysis of the stability of an excavation in jointed rock.” Tunnelling and Underground Space Technology, vol. 5, no. 1, pp. 111–117. DOI: https://doi.org/10.1016/0886-7798(90)90066-S .
5. Fraldi, M. and Guarracino, F. (2010). “Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections.” International Journal of Solids and Structures, vol. 47, no. 2, pp. 216–223. DOI: https://doi.org/10.1016/j.ijsolstr.2009.09.028 .
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