摘要
为解决单线铁路隧道初期支护结构施工后所遇到的大变形问题,以丽香铁路中义隧道施工为例,对其变形规律进行统计分析,并通过分析数据,依据设计文件及相关的施工经验,结合现场地质情况,制定了切实可行的施工方案,从而有效控制初期支护变形。
In order to get rid of the large deformation after the initial support construction of the single-line tunnels,the paper undertakes the statistic analysis of the deformation rule by taking Zhongyi Tunnel along Lijiang-Shangrila Railway,and makes the feasible construction scheme by combining with the site geological conditions,so as to have the effective control over the deformation in the initial support.
作者
周伟涛
Zhou Weitao(Sichu Co.,Ltd.,China Railway Tunnel Group Co.,Ltd.,Nanning 530003,China)
出处
《山西建筑》
2022年第11期134-137,共4页
Shanxi Architecture
关键词
单线隧道
初期支护变形
双层套拱
single-line tunnel
initial support deformation
double-layer cover arch