摘要
重庆市轻轨一号线工程布置于具有山城特色的地质环境中,埋置深度的选择是一重要问题。本文在分析工程地质特性的基础上,根据工程特点确定了选择埋置深度的原则,通过工程类比给出了最小安全覆跨比标准,并针对各车站和区间的实际情况提出了具体的埋置深度建议。
Light rail line 1 in Chongging City will be built in a geological environment characteristic of a mountainous city. Selection of its layout depth is an important problem. In the paper, Based on analysis of the engineering geological setting ,the principles for determination of its layout depth is proposed ;the standard of the minimum safe ratios of its equivalent thickess of its coverage to spen is given; and the concrete suggestion of its layout depth is put forward.
出处
《工程地质学报》
CSCD
1994年第1期73-81,共9页
Journal of Engineering Geology
关键词
地下轻轨
埋置深度
工程地质
Layout depth,Underground light rail subway,Engineering geology, Chongqing