摘要
为了得到考虑衬砌支护的非圆形隧道衬砌和围岩应力及变形的解析解,基于复变函数理论提出了一种求解考虑衬砌的非圆形隧道衬砌和围岩应力及变形的方法.首先,为了克服非圆形隧道断面几何形状和考虑衬砌支护造成的计算困难问题,引入了保角变换,通过采取最优化解法确定映射函数中的各项系数,得到映射函数;其次,采用幂级数复变函数法克服隧道衬砌带来的多连通域问题,确定应力函数中的各项系数,建立方程求解;最后,通过Flac有限差分软件进行数值模拟证明解析解的正确性.研究发现:弹性范围内解析解与Flac有限差分软件计算得到的应力、位移解有较好的吻合性,表明弹性解析法的结果是可靠、合理的;深埋条件下,弹性解析法无需根据埋深、工况建立计算模型,只需明确边界条件和映射函数就可计算非圆形隧道应力、位移,弹性解析法克服了计算软件在计算中由于网格划分尺寸等问题造成计算结果不精确、计算慢等问题,为非圆形隧道开挖问题提出了一种快速、准确的弹性计算方法.
A complex variable method is presented of stress and displacement problems for a non-circular deep tunnel with a certain given boundary conditions at infinity. Firstly, in order to overcome the complex problems caused by non-circular geometric configurations and the lining supports, optimal design method are used to determine coefficients of the conformal mapping function. Secondly, The problem of the multiply connected region is overcome by Power series complex function method, which determine stress and displacement within tunnel lining and within surrounding rock. The coefficients in the stress functions are determined by complex variable method. Finally, the complex variable method is validated by FLAC finite difference software through an example. Both the complex variable method and the numerical simulation obtain the similar results of the stress concentration and the minimum radial displacement occurs at a similar place of tunnel. It is demonstrated that the complex variable complex variable method is reliable and reasonable. Under deep buried conditions, the complex variable method does not need to establish models and mesh according to different burial depth and working conditions. Only mapping function and boundary conditions are required for the calculation. The complex variable method overcomes the problems of inaccuracy and slow calculation caused by meshing dimension and other problems in software calculation. And it also provides another way for solving non-circular tunnel excavation problems in the range of elasticity in a fast and accurate way.
作者
李岩松
陈寿根
LI Yansong;CHEN Shougen(MOE Key Laboratory of Transportation Tunnel Engineering,Southwest Jiaotong University,Chengdu 610031,China)
出处
《西南交通大学学报》
EI
CSCD
北大核心
2020年第2期265-272,共8页
Journal of Southwest Jiaotong University
基金
中央高校基本科研业务费专项资金项目(SWJTU11ZT33)。
关键词
非圆形隧道
衬砌
复变函数
弹性力学
数值模拟
解析解
non-circular tunnel
lining
complex variables
elasticity
numerical simulation
analytical solution
