Research Situation of Large Deformation Mechanism and Prevention-Control Measures of Surrounding Rock in Tunnel

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Abstract:

The tunnel and the understructure works are excavated in the rock or the soil. In comparison with surface engineering, design construction and maintenance of understructure works are more complicated. Especially, after the underground rock or soil is excavated, the large deformation which generated by the crustal stress field change, will bring the great difficulty for supports and protections of surrounding rock. Based on this fact, this paper introduces the current research of formation mechanism of surrounding-rock large distortion that was met in the construction and operation of the tunnel and understructure works, and the prevention measure that was adopted at home and abroad currently. New knowledge is acquired through study; this will draw very useful reference to deeply-buried long tunnel construction in the future.

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Advanced Materials Research (Volumes 671-674)

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1160-1165

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March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xu MZ, Huang RQ. Deep-long tunnels and construction geological disasters. Chengdu: Southwest Jiaotong University Press. 2000, 131-136 (in Chinese).

Google Scholar

[2] Yu Y. Serious Deformation of Surrounding Rock in Squeezing Ground . J Modern Tunnelling Technology. 1998, (1): 46-51 (in Chinese).

Google Scholar

[3] He MC, Jing HH, Sun XM. Engineering mechanics of softrock. Bei jing: Science Press (2002).

Google Scholar

[4] Weng HM. Research of large deformation-failure mechanism of tunnel under high crustal stress condition, and its application in Erlang mountain tunnel. R. Research report, 1999. 10. (in Chinese).

Google Scholar

[5] Li TB, Wang LS, et al. Large deformation mechanisms, prediction and prevention of tunnel under high in-situ crustal stress condition. R. Research report. 2005. 12 (in Chinese).

Google Scholar

[6] Aydan O., Akagi T. & Kawamoto.T. The Squeezing potential of rocks around tunnels: Theory and Prediction.J. Rock Mechanics and Rock Engineering. 1993, 26(4): 137-163 (in Chinese).

DOI: 10.1007/bf01023620

Google Scholar

[7] Anagnostou G. A Model for swelling rock in tunneling. J Rock Mech. Rock Engng. 1993, 26(4): 307~331.

DOI: 10.1007/bf01027115

Google Scholar

[8] H. Grob. Swelling and heave in Swiss tunnels. J. Bulletin of IAEG, Krefeld. 1975, 13: 55-60.

Google Scholar

[9] H.H. Einstein. Tunneling in swelling rock. J. Underground space. 1979, 4 (1): 51-61.

Google Scholar

[10] W. Steiner. Swelling rock in tunnels: Rock characterization, effect of horizontal stresses and construction procedures. In: J Rock Mech. Min, Sci. & Geomech. Abstract. 30(4): 361-380.

DOI: 10.1016/0148-9062(93)91720-4

Google Scholar

[11] F.T. Madsen, A. Fluckider, L. Hauber, et al. New investigation on swelling rocks in the Belchen tunnel, Switzerland[J]. In: Proc. of 8th ISRM Congress A.A. Balkema, 1995: 263-267.

Google Scholar

[12] Doi Norio, Hattori Shuichi, Chun LIN. Challenges to the expansion Stratum: North Vietnamese North line pot Tateyama tunnel. J. Tunnel Collection of translations. 1992 (7) : 47-52.

Google Scholar

[13] R. Nuesch, F.T. Madsen, W. Steiner. Long time swelling of an hydritic rocks: Mineralogical microstructural evaluation[A]. In: Proc. of 8th ISRM Congress A.A. Balkema, 1995: 133-138.

Google Scholar

[14] Sun GZ. Rock-mass structure mechanics [M]. Beijing: Science Press, 1988 (in Chinese).

Google Scholar

[15] Zhou WY. Advanced rock mechanics [M]. Beijing: China Water Resources and Electric Power Press, 1990 (in Chinese).

Google Scholar

[16] Ou An. tectonic stress field [M]. Beijing: Seismological Press, (1992).

Google Scholar

[17] R.E. Googman. Introduction to rock mechanics [M]. Beijing: China Water Resources and Electric Power Press, (1990).

Google Scholar

[18] He MC. Soft-rock deformation mechanism in coal mines and timbering countermeasures. J. Hydrogeology and Engineering Geology. 1997. (2): 12-16 (in Chinese).

Google Scholar

[19] Xie JF, Chen JP. Features and mechanism of large deformation of Huocheling Tunnel. J. Journal of Wuhan University of Science and Technology. 2007, 30(6): 647-651(in Chinese).

Google Scholar

[20] Wang SR, Liu ZW, Qu XH etc. Large deformation mechanics mechanism and rigid-gap-flexible-layer supporting technology of soft rock tunnel. J. China Journal of Highway and Transport. 2009, 22(6): 91-95 (in Chinese).

Google Scholar