首页 | 本学科首页   官方微博 | 高级检索  
     检索      

火车岭隧道围岩大变形问题及治理
引用本文:罗学东,陈建平,范建海,左昌群.火车岭隧道围岩大变形问题及治理[J].煤田地质与勘探,2006,34(4):49-52.
作者姓名:罗学东  陈建平  范建海  左昌群
作者单位:1. 中国地质大学(武汉) 工程学院, 湖北 武汉 430074;
摘    要:在现场调研、工程地质勘察和应力分析基础上,研究了在建的十漫高速公路火车岭隧道施工中出现的大变形问题。结果表明,导致大变形发生的原因主要是岩性、偏压和两郧断裂构造作用等。大变形治理及后续开挖施工时,不能依赖围岩的自承能力,必须增加初期支护的强度和刚度,增大预留变形量,同时及时进行二次衬砌来承担部分荷载,特殊地段可进行适当的地表治理。实践证明,整治后的大变形由最大1.6 m降低到不足20 mm,治理措施同时适用于十漫沿线其他大跨度公路隧道大变形问题。 

关 键 词:两郧断裂    大变形    软岩隧道    治理
文章编号:1001-1986(2006)04-0049-04
收稿时间:2006-02-21
修稿时间:2006年2月21日

The large deformation and control strategy of Huocheling tunnel
LUO Xue-dong,CHEN Jian-ping,FAN Jian-hai,ZUO Chang-qun.The large deformation and control strategy of Huocheling tunnel[J].Coal Geology & Exploration,2006,34(4):49-52.
Authors:LUO Xue-dong  CHEN Jian-ping  FAN Jian-hai  ZUO Chang-qun
Institution:1. Engineering Faculty, China University of Geosciences, Wuhan 430074, China;2. Headquarters of Shi-Man Expressway Construction, Shiyan 442714, China
Abstract:Based on the field investigation,engineering geological exploration and stress analysis,the large deformation of Huocheling tunnel is studied.The large deformation is mainly due to rock properties,unsymmetrical load and tectonic effect of the Yunxi-Yunxian fault.The methods adopted treat it were enhancing the rigidity and strength of primary support system,increasing the perform deformation,completing the secondary lining in time,and carrying out the necessary remediation on the ground surface of specially region.The results showed that the large deformation reduced from 1600 mm to less-than 20 mm after remediation and the control strategy is applicable to the surrounding rock influenced by Yunxi-Yunxian fault.
Keywords:Yunxi-Yunxian fault  large deformation  soft rock tunnel  control
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《煤田地质与勘探》浏览原始摘要信息
点击此处可从《煤田地质与勘探》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号