摘要
以十堰至巫溪高速公路鲍峡至溢水段鸡公寨隧道工程为依托,通过采用大面积地质调绘、岩性与构造专项调查、综合物探、钻探、综合测试与试验等勘察方法,查明了隧道深部的围岩条件和地质构造特征,获得了隧道围岩分级与稳定性计算所需参数,分析了地应力对隧道围岩变形的影响。
Based on Jigongzhai tunnel of Baoxia to Yishui section in Shiyan to Wuxi highway, through the adoption of large area geological annotation, lithology and tectonic special survey, comprehensive geophysical prospecting, drilling, comprehensive test and experiment, the conditions of the surrounding rock and the geological structure characteristics of the deep tunnel are found out, the parameters required by tunnel surrounding rock classification and stability calculation are obtained and the influence of ground stress on tunnel surrounding rock deformation is analyzed.
作者
侯东波
商会州
黄璇
肜增湘
黎明
HOUDongbo;SHANGHuiehou;HUANGXuan;RONGZengiiang;LIMing(Hubei Povinciel Communications Plaining and Design Iistituta Co. , Ltd. , Wuhan 430051, Cline)
出处
《路基工程》
2019年第2期197-200,211,共5页
Subgrade Engineering
关键词
变质软岩
深埋特长隧道
综合地质勘察
强应变带
围岩稳定性
metamorphic soft rock
deep buried super long tunnel
comprehensive geological survey
high strain belts
stability of surrounding rock