首页 | 本学科首页   官方微博 | 高级检索  
     

多溶洞隧道围岩应力解析解研究
引用本文:易菁,张欣艳. 多溶洞隧道围岩应力解析解研究[J]. 中南公路工程, 2014, 0(4): 268-271
作者姓名:易菁  张欣艳
作者单位:湖南省交通科学研究院,湖南长沙410015
摘    要:基于复变函数,推导了双溶洞隧道之间相互影响的应力解析解。研究表明:当溶洞距隧道位置不变的情况下,溶洞洞径越大,隧道围岩应力越大;当溶洞洞径以及溶洞距离隧道位置不变的情况下,溶洞离隧道越远,隧道围岩应力越小;当溶洞洞径以及溶洞与隧道距离不变的情况下,溶洞的位置分布不同,隧道围岩应力的分布会改变。

关 键 词:岩溶隧道  复变函数  Schwarz交替法  解析解  应力

Analytical Solutions of Surrounding Stress Fields in Multi Caves Tunnel
YI Jing,ZHANG Xinyan. Analytical Solutions of Surrounding Stress Fields in Multi Caves Tunnel[J]. Central South Highway Engineering, 2014, 0(4): 268-271
Authors:YI Jing  ZHANG Xinyan
Affiliation:(Hunan Conmmunication Research Institute, Changsha, Hunan 410015, China)
Abstract:Based on the complex function,it deduced the stress of analytical solution for the mutual influence between pairs of karst cave and the tunnel. Research shows that: When the cave under the condition of invariable distance on tunnel position,the greater karst cave hole diameter, the tunnel surrounding rock stress is larger; When cave hole diameter and caves under the condition of invariable distance on tunnel location,the further away from the tunnel karst cave, the smaller the tunnel surrounding rock stress; When cave hole diameter and karst cave artd the tunnel under the condition of invariable distance,location distribution of the karst cave,tunnel surrounding rock stress distribution will change.
Keywords:karst tunnel  complex variable function method  schwarz alternating method  plane elastic analytical solution  stress
本文献已被 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号