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木寨岭隧道大战沟斜井高地应力软岩大变形施工技术
引用本文:唐绍武,王庆林.木寨岭隧道大战沟斜井高地应力软岩大变形施工技术[J].隧道建设,2010,30(2):199-201,211.
作者姓名:唐绍武  王庆林
作者单位:1. 中铁隧道集团二处有限公司,河北,三河,065201
2. 兰渝铁路有限责任公司,兰州,730050
摘    要:高地应力软弱围岩段施工不可避免地产生大变形,为合理选择支护措施,有效控制软岩隧道变形,进行专门的研究试验是非常必要的,为解决大变形问题,结合专家意见并根据现场实际采用9个试验段来探索变形施工技术,由试验段可知高地应力软岩大变形施工应放抗结合。随着斜井埋深的增加、地应力的增加,初期支护强度、刚度应相应增加,否则容易出现坍塌;二层支护(套拱)的方法能有效控制变形;超前小导洞,超长水平大钻孔高地应力释放技术的应用,有一定效果。

关 键 词:斜井  高地应力  软岩大变形  超前小导洞  大钻孔应力释放
收稿时间:2010-01-05
修稿时间:2010-03-11

Case Study on Large Deformation Control of Dazhangou Inclined Shaft of Muzhailing Tunnel in Soft Ground with High Ground Stress
TANG Shaowu,WANG Qinglin.Case Study on Large Deformation Control of Dazhangou Inclined Shaft of Muzhailing Tunnel in Soft Ground with High Ground Stress[J].Tunnel Construction,2010,30(2):199-201,211.
Authors:TANG Shaowu  WANG Qinglin
Institution:1.The 2nd Engineering Co./a>;Ltd.of China Railway Tunnel Group/a>;Sanhe 065201/a>;Hebei/a>;China/a>;2.Lanzhou-Chongqing Railway Co./a>;Ltd./a>;Lanzhou 730050/a>;China
Abstract:Large deformation is inevitable during the construction of tunnels in soft ground with high ground stress.It is of great necessity to perform dedicated studies and tests so as to select reasonable reinforcement measures and to effectively bring the deformation under control.During the construction of Dazhangou inclined shaft of Muzhailing tunnel,9 trial sections are established on basis of the site conditions so as to investigate on the deformation control technology.The test indicates that the combination ...
Keywords:inclined shaft  high ground stress  large deformation of soft ground  pilot tunnel  stress releasing by drilling large diameter boreholes  
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