铁道科学与工程学报2011，Vol.8Issue(6)：54-58,5.
水下隧道涌水量分析与合理安全覆岩厚度的确定
Analysis on water inflow in underwater tunnel and determination of reasonable security coping thickness
摘要
Abstract
Specific to the hydrogeology and engineering geology of the construction site of a certain underwater tunnel in a city, FLAC3D numerical method is employed for the numerical simulation, which shown that water inflow in the tunnel changes with time. Besides, it has analyzed the relationship between water yield and coping thickness as well as forecasted the time of being unsupported after the tunnel is excavated. Researches indicate that the key of constructing underwater tunnels safely is taking a comprehensive consideration about the security coping thickness and the time interval between excavation and support. The result provides a reference for its construction organization design and waterproof and drainage design.关键词
水下隧道/涌水量/数值模拟/覆盖层厚度Key words
underwater tunnel/ water inflow/ numerical simulation/ coping thickness分类
交通工程引用本文复制引用
张新兵,张聚文,傅鹤林..水下隧道涌水量分析与合理安全覆岩厚度的确定[J].铁道科学与工程学报,2011,8(6):54-58,5.基金项目
国家自然科学基金资助项目(50878213) （50878213）
长沙市科技计划项目(K0902027-11) （K0902027-11）
