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三车道隧道V级围岩浅埋段开挖施工与控制
引用本文:王骁.三车道隧道V级围岩浅埋段开挖施工与控制[J].国防交通工程与技术,2009,7(5):47-50.
作者姓名:王骁
作者单位:中铁十一局集团第五工程有限公司,重庆,400037
摘    要:山西忻阜高速公路长城岭隧道为三车道长隧道,所处地质多为软弱片麻岩,洞口为浅埋段,且存在局部偏压,开挖断面超过160m^2。根据工况选择三台阶预留核心土施工工法,施工中坚持“明地质、管起前、严注浆、短进尺、强支护、早封闭、勤量测、速反馈”原则,降低了成本,加快了进度,且各项指标控制到位,没有发生安全、质量事故,对同类工程有借鉴意义。

关 键 词:大断面  浅埋偏压  软岩  隧道

Excavation Construction and Control for Class-V Surrounding Rock in the Shallow Buried Segment of a 3-lane Tunnel
Wang Xiao.Excavation Construction and Control for Class-V Surrounding Rock in the Shallow Buried Segment of a 3-lane Tunnel[J].Traffic Engineering and Technology for National Defence,2009,7(5):47-50.
Authors:Wang Xiao
Institution:Wang Xiao(Fifth Engineering Co.Ltd.of the 11th Bureau Group of the Railway Building Corporation of China,Chongqing 400037,China)
Abstract:The Changchengling Tunnel of the Yibu Expressway in Xinzhou,Shanxi province is a 3-lane long tunnel,which is located in an area of mostly weak gneiss,and the tunnel adit is located in the shallow buried section,and partially pressed,with its excavated cross-section being larger than 160 m2.According to the specific conditions,the 3-bench core-soil-pre-left construction method is adopted,with the principles of making clear geological conditions,managing ahead of actual construction,strictly grouting,shortly ...
Keywords:largely-excavated section  shallow buried-partially pressed  soft rock  tunnel  
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