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崩塌松散围岩隧道施工稳定分析与监控
引用本文:王立忠,胡亚元,王百林,陈云敏. 崩塌松散围岩隧道施工稳定分析与监控[J]. 岩石力学与工程学报, 2003, 22(4): 589-595
作者姓名:王立忠  胡亚元  王百林  陈云敏
作者单位:1. 浙江大学岩土工程研究所,杭州,310027
2. 宁波市高等级公路指挥部,宁波,315041
摘    要:崩塌松散围岩隧道施工中常遇到山体整体稳定和掌子面塌方等技术难题,结合桑州岭隧道工程,对浅埋隧道的锚杆加固进行理论分析,对隧道开挖过程中山体稳定进行监控,并对掌子面塌方进行了成功预报,指出松散围岩中蓄水层对掌子面稳定的影响,所得结论对崩塌松散围岩的施工有较好的指导意义。

关 键 词:隧道工程 崩塌松散围岩 地表锚杆 山体稳定监控 掌子面塌方预报
文章编号:1000-6915(2003)04-0589-07
收稿时间:2001-08-10
修稿时间:2001-08-10

STABILITY ANALYSIS AND MONITORING FOR TUNNEL IN LOOSE SOILS DURING CONSTRUCTION
Wang Lizhong,Hu Yayuan,Wang Bailin,Chen Yunmin. STABILITY ANALYSIS AND MONITORING FOR TUNNEL IN LOOSE SOILS DURING CONSTRUCTION[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 589-595
Authors:Wang Lizhong  Hu Yayuan  Wang Bailin  Chen Yunmin
Abstract:This paper deals with stability of the Sangzhouling Tunnel construction. First, FEM is used to analyze the stability of the shallow tunnel section, and soil nails are used to improve the upper soils. Second, monitoring work is done deliberately. The collapse of local face is predictsed successfully. The monitoring results show the influence of the aguifers in the loose surrounding rock on the stability.
Keywords:tunneling engineering   loose surrounding rock   surface anchor bolt   slope stability monitoring   collapse prediction
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