Paper Title:
Water Pressure Numerical Analysis of Lining Structure in Mountain Tunnel
  Abstract

It is hard to control the high pressure water in mountain tunnel construction. Distribution of seepage field, stress field and displacement field of tunnel are analyzed by numerical method with equivalent continuum model. And distribution rule of groundwater in rock, grouting circle and lining are also analyzed. The results of the study show that water pressure behind lining has a close relationship with rock, grouting circle, thickness of lining, permeability coefficient and drainage of tunnel.

  Info
Periodical
Chapter
Chapter 7: Frontiers of Computer Applicated in Building
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
4026-4030
DOI
10.4028/www.scientific.net/AMM.71-78.4026
Citation
X. H. Wang, P. Tu, "Water Pressure Numerical Analysis of Lining Structure in Mountain Tunnel", Applied Mechanics and Materials, Vols. 71-78, pp. 4026-4030, 2011
Online since
July 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Chang Feng Yuan, Guang Ming Yu, Qian Qian Zhao, Jing Bo Zou, Xiao Ming Guan
Abstract:Underground engineering construction in the city can not avoid bringing about perturbation on the surrounding rock and soil and then endanger...
3606
Authors: Wei Min Qiu, Hai Lin Zhang, Gang Wang
Chapter 3: Security and Life Cycle Engineering Design of Civil Engineering
Abstract:With the development of urban construction, deep large pits are often located at intensive underground structure area, and the utility pipe...
1327
Authors: Chao Sun, Qing Wang
Chapter 3: Tunnel, Subway and Underground Facilities
Abstract:The article studies the influence of overlying soil thickness on dynamic response of underground stuctures by adopting the method of...
1765
Authors: Yang Jin
Chapter 1: Geological and Geotechnical Engineering
Abstract:The stability of soil slope under seepage is calculated and analyzed by using finite element method based on the technique of shear strength...
241