Study on Water Pressure Distribution and Inner Force of Drainaged Segment Lining
Underwater shield tunnels,which bear high water pressure in the process of construction and operation,have a significant fluid-solid coupling effect.The paper adopts the FDM to study this effect of the drainaged segment lining,and gets the water pressure distribution on it.The internal force of drainaged segment lining has also been analyzed with the Japanese usual calculation method.The results show some useful phenomenon: different draining schemes have unique influence on water pressure distribution law.And the safety factor of the general segment changes gently,while the factor of drainage segment lining changes significantly.
Underwater Shield Tunnel Fluid-solid Coupling effect Drainaged Segment Lining Water pressure Japanese usual calculation method
Guowen Xu Chuan He Chun Qi Zheng Zhang Chong Dai
Department of Underground Engineering, Southwest Jiaotong University, 610031, Chengdu,P.R.China
国际会议
北京
英文
1502-1511
2012-10-14(万方平台首次上网日期,不代表论文的发表时间)