铁道标准设计Issue(1)：111-113,127,4.DOI:10.13238/j.issn.1004-2954.2016.01.024
节理岩体中隧道开挖后渗流场重分布影响因素研究
Research on Seepage Field Redistribution of Tunnel in Fractured Rock Mass
摘要
Abstract
Tunneling in water-affluent area is likely to break the balance of seepage and form new seepage field, which may result in water outburst. Considering fluid-solid coupled interaction, this paper studies the effect of different crustal stress, water level and joint normal stiffness on seepage of tunnel in fractured rock. Causes of seepage changes resulted from different impact factors are analyzed by analyzing alterations of the width of fissure and water pressure before and after excavation. The conclusions may provide references for further researches on rock stability and water irruption.关键词
富水隧道/节理岩体/渗流/离散元/流固耦合Key words
Water-affluent tunnel/Jointed rock mass/Seepage/Discrete element/Fluid-solid coupled interaction分类
交通工程引用本文复制引用
耿萍,丁梯,何悦,晏启祥..节理岩体中隧道开挖后渗流场重分布影响因素研究[J].铁道标准设计,2016,(1):111-113,127,4.基金项目
国家自然科学基金(51378433,51578457) （51378433,51578457）
