高速公路乌鞘岭隧道穿越F4断层破碎带涌水塌方工程对策研究

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (0 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The water gushing with collapse in process of Wushaoling highway tunnel crossing F4 fault fracture zone is introduced. Combining with geological conditions of F4 fault fracture zone and features of water gushing with collapse，according to the methods of geological survey，field measurement and theoretical analysis，the mechanism of water gushing with collapse and the reasons of initial support failure caused by water gushing and collapse are investigated，and the inner links of which with the surrounding rocks，underground water and geologic structure are analyzed. The water crushing collapse is a kind of the gravel inrush hazard caused by the crushed belts of fault. The support design and construction organization scheme for segments with water gushing and tunnel face are researched，and treatment measures are proposed. According to the measurement results，it is shown that the treatment measures can achieve satisfying results and can ensure the safety of tunnel construction under complicated geological conditions. This research could play an important guiding role and provides a significant reference value for tunnel construction under similar conditions.

Key words： tunnelling engineering Wushaoling tunnel fault fracture zone water gushing collapse

Received: 05 April 2012

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2013/V32/Is2/3602

[1] 杨会军，胡春林，谌文武，等. 断层及其破碎带隧道信息化施工[J].岩石力学与工程学报，2004，23(22)：3 917–3 922.(YANG Huijun，HU Chunlin，CHEN Wenwu，et al. Information construction of the tunnel in a fault and crush zone[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(22)：3 917–3 922.(in Chinese)) [2] 雷军，张金柱，林传年. 乌鞘岭特长隧道复杂地质条件下断层带应力及变形现场监测分析[J]. 岩土力学，2008，29(5)：1 367–1 371. (LEI Jun，ZHANG Jinzhu，LIN Chuannian. Analysis of stress and deformation site-monitoring in fault zone of Wushaoling tunnel under complex geological conditions[J]. Rock and Soil Mechanics，2008，29(5)：1 367–1 371.(in Chinese)) [3] 薛翊国，李术才，苏茂鑫，等. 青岛胶州湾海底隧道涌水断层注浆效果综合检验方法研究[J]. 岩石力学与工程学报，2011，30(7)：1 382–1 388.(XUE Yiguo，LI Shucai，SU Maoxin，et al. Study of comprehensive test method for grouting effect of water filling fault in Qingdao Kiaochow Bay subsea tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(7)：1 382–1 388.(in Chinese)) [4] 李术才，张霄，张庆松，等. 地下工程涌突水注浆止水浆液扩散机制和封堵方法研究[J]. 岩石力学与工程学报，2011，30(12)：2 377–2 396.(LI Shucai，ZHANG Xiao，ZHANG Qingsong，et al. Research on mechanical of grout diffusion of dunamic grouting and plugging method in water inrush of underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(12)：2 377–2 396.(in Chinese)) [5] 刘招伟，张顶立，张民庆. 圆梁山隧道毛坝向斜高水压富水区注浆施工技术[J]. 岩石力学与工程学报，2005，24(10)：1 728–1 734. (LIU Zhaowei，ZHANG Dingli，ZHANG Minqing. Grouting technique for high-pressure and water-rich area in Maoba syncline at Yuanliangshan tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(10)：1 728–1 734.(in Chinese)) [6] 张霄，李术才，张庆松，等. 关键孔注浆方法在高压裂隙水封堵中的应用研究[J]. 岩石力学与工程学报，2011，30(7)：1 414–1 421. (ZHANG Xiao，LI Shucai，ZHANG Qingsong，et al. Study of key-hole grouting method to harness high pressure water gushing in fractured rock mass[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(7)：1 414–1 421.(in Chinese)) [7] 郭小红，陈飞飞，褚以惇，等. 富水软弱带公路隧道支护技术研究[J]. 岩土力学，2011，32(增2)：449–454.(GUO Xiaohong，CHEN Feifei，CHU Yidun，et al. Research on support techniques for tunnel in watery and weak stratum[J]. Rock and Soil Mechanics，2011，32(Supp.2)：449–454.(in Chinese)) [8] 杨晓华，谢永利. 公路隧道坍方综合处治技术[J]. 长安大学学报：自然科学版，2004，24(1)：61–64.(YANG Xiaohua，XIE Yongli. Synthetical treatment technique for highway tunnel collapse[J]. Journal of Chang?an University：Natural Science，2004，24(1)：61–64.(in Chinese)) [9] 李忠. 在建铁路隧道水砂混合物突涌灾害的形成机制、预报及防治[博士学位论文][D]. 徐州：中国矿业大学，2009.(LI Zhong. Study on formation mechanism，prediction and prevention of the water and sand inrush in Railway tunnel under construction[Ph. D. Thesis][D]. Xuzhou：China University of Mining and Technology，2009.(in Chinese)) [10] 师本强，侯忠杰. 覆岩中断层活化突水的力学分析及其应用[J]. 岩土力学，2011，32(10)：3 053–3 057.(SHI Benqiang，HOU Zhongjie. Mechanical analysis of fault activation water inrush in over burden rock and its application[J]. Rock and Soil Mechanics，2011，32(10)：3 053–3 057.(in Chinese)) [11] 崔芳，高永涛，吴顺川. 长大隧道涌水中水岩相互作用机理研究[J]. 金属矿山，2011，(1)：12–14.(CUI Fang，GAO Yongtao，WU Shunchuan. Research on interaction mechanism of water and rock in water inflow of long and large tunnel[J]. Metal Mine，2011，(1)：12–14.(in Chinese)) [12] 李术才，李利平，李树忱，等. 地下工程突涌水物理模拟试验系的研制及应用[J]. 采矿与安全工程学报，2010，27(3)：299–304.(LI Shucai，LI Liping，LI Shuchen，et al. Development and application of similar physical model test system for water inrush of underground engineering[J]. Journal of Mining and Safety Engineering，2010，27(3)：299–304.(in Chinese)) [13] 丁尧，李天斌，李永江，等. 达陕高速某隧道塌方机制与数值模拟[J]. 成都理工大学学报：自然科学版，2011，38(2)：236–240.(DING Yao，LI Tianbin，LI Yongjiang，et al. Collapse mechanism of a speedway tunnel and its numerical simulation[J]. Jounal of Chengdu University of technology：Science and Technology，2011，38(2)：236–240.(in Chinese)) [14] 汪成兵，朱合华. 隧道塌方机制及其影响因素离散元模拟[J]. 岩土工程学报，2008，30(3)：450–456.(WANG Chengbing，ZHU Hehua. Tunnel collapse mechanism and numerical analysis of its influencing factors[J]. Chinese Journal of Geotechnical Engineering，2008，30(3)：450–456.(in Chinese))