岩土力学2011，Vol.32Issue(1)：304-308,320,6.
半无限含水层中带衬砌隧洞渗流解析研究
Analytical study of seepage flow into a lined tunnel in a semi-infinite aquifer
童磊 1谢康和 2卢萌盟 2王坤2
作者信息
- 1. 浙江省建筑设计研究院,杭州,310006
- 2. 浙江大学,软弱土与环境土工教育部重点实验室,杭州,310058
- 折叠
摘要
Abstract
An analytical solution is derived for seepage flow into a lined tunnel in a semi-infinite aquifer by assuming the soil and lining are saturated, homogeneous and isotropic media.Using the conformal mapping, the soil region is transferred into a cirque, and the flow in the soil region, as well as in the lining region, can be described by Laplace equation in a ring domain.The seepage inflow volume and hydraulic head along the tunnel circumference are solved by Fourier method for the Dirichlet problem.The influence of radius, hydraulic conductivity and internal water pressure on the seepage inflow volume and hydraulic head along the tunnel circumference is discussed and compared with numerical simulation.The comparison shows the analytical solution is a simple, convenient and practical calculation for shallow tunnels.关键词
半无限含水层/渗流/共形映射/解析解分类
交通工程引用本文复制引用
童磊,谢康和,卢萌盟,王坤..半无限含水层中带衬砌隧洞渗流解析研究[J].岩土力学,2011,32(1):304-308,320,6.
