PFC/FLAC Coupled Numerical Simulation of Excavation Damage Zone in Deep Schist Tunnel

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In the present study, a coupled numerical method is used to study EDZ (excavation damage zone) in a deep schist tunnel. Two codes, Fast Lagrangian Analysis of Continua (FLAC) and Particle Flow Code (PFC) are coupled to implement the simulation. The motive to apply the FLAC/PFC coupled approach is to take advantage of each modeling scheme while at the same time minimizing the requirement for computational resources. The coupling is realized through an exchange of displacements, velocities, and forces in each cycling step. Simulation results are found to be in good agreement with in site ultrasonic wave measured EDZ profile. The coupled PFC/FLAC model present more information than each uncoupled model individually, and these simulation results are very important in tunnel design.

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622-626

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Cai, P.K. Kaiser, 2005. Assessment of excavation damaged zone using a micromechanics model. Tunnelling and Underground Space Technology. 20 (3) 301–310.

DOI: 10.1016/j.tust.2004.12.002

Google Scholar

[2] Martin, C.D., Read, R.S., 1996. AECL's Mine-by Experiment: a test tunnel in brittle rock. In: Proceedings of the Second North American Rock Mechanics Symposium, vol. 1, Montreal, Canada, p.13–24.

Google Scholar

[3] Martin, C.D., 1997. Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength. Canadian Geotechnical Journal. 34 (5), 698–725.

DOI: 10.1139/t97-030

Google Scholar

[4] Hoteit, N., Ozanam, O., Su, K., 1999. Geomechanical investigation of an argillaceous formation in the east of France. In: International Workshop on the Rock Mechanics of Nuclear Waste Repositories, Vail, Colorado, p.18.

Google Scholar

[5] Emsley, S., Olsson, O., Stenberg, L., Alheid, H.J., Falls, S., 1997. ZEDEX A study of damage and disturbance from tunnel excavation by blasting and tunnel boring. Swedish Nuclear Fuel and Waste Management Co. Technical Report 97-30, p.198.

Google Scholar

[6] Bossart, P., Meier, P.M., Moeri, A., Trick, T., Mayor, J., 2002. Geological and hydraulic characterization of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory. Eng. Geol. 66, 19–38.

DOI: 10.1016/s0013-7952(01)00140-5

Google Scholar

[7] Price, R.H., Bauer, S.J., 1985. Analysis of the elastic and strength properties of Yucca Mountain tuff, Nevada. In: 26th US Symposium on Rock Mechanics, vol. 1, Rapid City, p.89–96.

Google Scholar

[8] Sato, T., Kikuchi, T., Sugihara, K., 2000. In situ experiments on an excavation disturbed zone induced by mechanical excavation in Neogene sedimentary rock at Tono mine, central Japan. Engineering Geology. 56 (1–2), 97–108.

DOI: 10.1016/s0013-7952(99)00136-2

Google Scholar

[9] V. Hajiabdolmajid, P.K. Kaiser, C.D. Martin, 2002. Modelling brittle failure of rock. International Journal of Rock Mechanics & Mining Sciences. 39 (2002) 731–741.

DOI: 10.1016/s1365-1609(02)00051-5

Google Scholar

[10] Potyondy D, Cundall PA. A bonded-particle model for rock. International Journal of Rock Mechanics & Mining Sciences. 2004; 41(8): 1329–64.

DOI: 10.1016/j.ijrmms.2004.09.011

Google Scholar

[11] M. Caia , P.K. Kaiser, H. Morioka, M. Minami, T. Maejima, Y. Tasaka, H. Kurose. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations. International Journal of Rock Mechanics & Mining Sciences 44 (2007) 550–564.

DOI: 10.1016/j.ijrmms.2006.09.013

Google Scholar