岩土工程学报2007，Vol.29Issue(11)：1703-1710,8.
用于估计多隧道开挖地面沉降的解析解
Analytical solution for estimating surface settlements induced by multiple tunnel excavation
周小文 1吴宏伟2
作者信息
- 1. 华南理工大学,广东,广州,510640
- 2. 香港科技大学,香港
- 折叠
摘要
Abstract
The derivation of an approximate explicit analytical solution was presented to calculate three-dimensional surface settlements due to the excavation of either single or multiple tunnels in a homogeneous elastic soil. This solution was based on the integrated form of Mindlin's equations and Taylor's series expansions. Surface settlements due to the construction of tunnels with an arbitrary orientation during the tunnel advancement with and without supporting pressure could be modelled by using a stress relief coefficient. The derived analytical solution was verified by carrying out a three-dimensional finite element analysis of a single tunnel excavation. The discrepancy between the simplified approximate solution and the finite element analysis was less than 9%. The usefulness of the simplified approximate analytical solution was demonstrated by analyzing two parallel and two cross tunnels.关键词
解析解/多隧道/沉降/明德林方程Key words
analytical solution/ multiple tunnels/ settlement/ Mindlin's equation分类
交通工程引用本文复制引用
周小文,吴宏伟..用于估计多隧道开挖地面沉降的解析解[J].岩土工程学报,2007,29(11):1703-1710,8.
