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全风化花岗岩浅埋地层超大断面隧道施工工法研究
引用本文:李树鹏,张俊儒.全风化花岗岩浅埋地层超大断面隧道施工工法研究[J].公路交通技术,2019,35(1):83-90.
作者姓名:李树鹏  张俊儒
作者单位:中铁第四勘察设计院集团有限公司,武汉,430063;西南交通大学 交通隧道工程教育部重点实验室,成都,610031
摘    要:为了解决全风化花岗岩浅埋地层超大断面隧道的施工技术问题,以赣(州)龙(岩)铁路新考塘隧道为工程依托,采用数值计算方法对超大断面隧道施工工法进行研究,对比分析了3种施工工法引起的围岩及结构应力特征、隧道支护体系的变形以及施工的可控性,得到"靴型大边墙+加劲拱双侧壁临时横撑开挖法"更适用于新考塘隧道超大断面段施工,并付诸实施,工程实践证明该法可行,可为类似工程施工提供参考。

关 键 词:全风化花岗岩地层  超大断面隧道  施工工法对比分析  靴型大边墙+加劲拱双侧壁临时横撑开挖法

Study on Construction Technique of Shallow Buried Tunnel with Super Section in Completely Weathered Granite
LI Shupeng,ZHANG Junru.Study on Construction Technique of Shallow Buried Tunnel with Super Section in Completely Weathered Granite[J].Technology of Highway and Transport,2019,35(1):83-90.
Authors:LI Shupeng  ZHANG Junru
Institution:(China Railway Siyuan Survey and Design Group Co.,Ltd., Wuhan, Hubei 430063;Key laboratory of Transportation Tunnel Engineering, Ministry of Education,Southwest Jiaotong University, Chengdu 610031)
Abstract:LI Shupeng;ZHANG Junru(China Railway Siyuan Survey and Design Group Co.,Ltd., Wuhan, Hubei 430063;Key laboratory of Transportation Tunnel Engineering, Ministry of Education,Southwest Jiaotong University, Chengdu 610031)
Keywords:completely weathered granite strata  super section tunnel  comparison and analysis of construction methods  excavation method with boot-shaped side walls+temporary cross bracing on double side walls of stiffened arch
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