新奥法在三连拱特大断面隧道施工中的应用

doi:10.13722/j.cnki.jrme.2017.0019

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Abstract The Central-Wan Chai Bypass(CWB) is a route to reduce the traffic congestion between the east and west of the densely populated Island metropolis. This paper is to review the performance of design and construction of the underground tunnel with trinocular cross section area of 460 m2 and a combined span of 50 m by sequential excavation method(SEM) in hard rock and adopting the new austrian tunneling method(NATM)，together with the application of NGI Q-system allowing observational approach and optimization of temporary rock support design. The trinocular tunnel also passes 20 m beneath the southern approach ramp of the Cross-Harbour tunnel(CHT). Furthermore，the comprehensive application of several engineering measures，such as the extensive instrumentation monitoring，standby dewatering/recharging system and steel weights，to reduce the risk of flotation of the existing CHT are also discussed in this paper.

Key words： tunnel engineering mined tunnel new Austrian tunneling method(NATM) NGI Q-system drill-and- break method monitoring system

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	Articles by authors
	Tim LEUNG1
	CHEN Jinhui2

Cite this article:

Tim LEUNG1,CHEN Jinhui2. Application of new Austrian tunnelling method to a large span trinocular cross section tunnel[J]. , 2017, 36(11): 2755-2766.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.0019 OR https://rockmech.whrsm.ac.cn/EN/Y2017/V36/I11/2755

[1] POON P，LEUNG T，CHEN J，et al. Construction challenges of large span highway tunnel in Hong Kong urban area by drill-and-break[C]// Underground Design and Construction Conference 2015 Proceedings. [S.l.]：[s.n.]，2015：169–180.
[2] BARTON N，LIEN R，LUNDE J. Engineering classification of rock masses for the design of tunnel support[J]. Rock Mechanics，1974，6(4)：183–236.
[3] 黃成光，于敦荣. 公路隧道施工[M]. 北京：人民交通出版社，2001：204–255.(HUANG Chengguang，YU Dunrong. Road tunnel construction[M]. Beijing：China Communications Press，2001：204–255.(in Chinese))
[4] PETTIFER G S，FOOKES P G. A Revision of the Graphical method for assessing the excavatability of rock quarterly[J]. Journal of Engineering Geology，1994，27(1)：145–164.
[5] TSIAMBAOS G，SAROGLOU H. Excavatability assessment of rock masses using the geological strength index(GSI)[J]. Bull Eng. Geol. Environ，2010，69(1)：13–27.
[6] NG C，POON P，LEUNG T，et al. Performance of NATM hard rock tunnelling for large span mined tunnel underneath cross harbour tunnel[C]// Proceedings of World Tunnel Congress. [S.l.]：[s.n.]，2016：pp12.
[7] LAM Y，LEUNG T，POON P，et al. New Austrian tunnelling method(NATM)tunnelling in Central-Wan Chai Bypass[C]// Proceedings of Underground Design and Construction Conference. [S.l.]：[s.n.]，2015：155–167.
[8] BIENIAWSKI Z T. Tunnel design by rock mass classifications[R]. Washington DC：Department of the Army，US Army Corps of Engineers，1990.
[9] HOEK E，BROWN E T. Practical estimates of rock mass strength[J]. International Journal of Rock Mechanics and Mining Sciences，1997，34(8)：1 165–1 186.
[10] RUTLEDGE J C，PRESTON R L. Experience with engineering classifications of rock[C]// Proceedings of Int. Tunnelling Syrup. Tokyo：[s.n.]，1978：A3.1–A3.7.
[11] BARTON N. TBM tunnelling in jointed and faulted rock[M]. Rotterdam：Balkema，2000：1–66.
[12] BIENIAWSKI Z T. Engineering rock mass classifications: a complete manual[R]. New York：John Wiley and Sons，1989：5–61.
[13] HOEK E，CARRANZA-TORRES C，DIEDERICHS M，et al. Integration of geotechnical and structural design in tunneling[C]// The 2008 Kersten Lecture. 56th Annual Geotechnical Engineering Conference. Minneapolis：[s.n.]，2008：1–53.
[14] NG C，POON P，LEUNG T. Use of NATM on Central-Wan Chai Bypass tunnel[J]. The Journal of the Hong Kong Institution of Engineers，2016：44(1)：10–13.
[15] POON P，LEUNG T，TSANG L，et al. Instrumentation monitoring for tunnelling of large span trinocular cross section tunnel underneath cross harbour tunnel[C]// The 13th International Conference Underground Construction Prague 2016 Organised Together with the 3rd Eastern European Tunnelling Conference Proceedings. [S.l.]：[s.n.]，2016：10.
[16] WALLIS S. Hong Kong bypass challenge[J]. Tunnel Talk Annual Review，2016，69(7)：69.
[17] LEUNG T. Challenges and Solutions for Tunnel Construction in Hong Kong Harbour[C]// Proceedings of World Tunnel Congress. [S.l.]：[s.n.]，2017：10.