A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seepage Stability Analysis for Surrounding Rock Mass of Diversion Tunnel by FEM
Based on the actual conditions of the project and related experience, the seepage model of diversion tunnel and its surrounding rock mass was built to analyze its seepage stability. The seepage field was calculated by using finite element method (FEM) and cut-off negative pressure method. Two typical cross-sections and working conditions were chosen to evaluate the seepage stability of the surrounding rock mass. According to the results, the seepage gradient is larger when one tunnel is filled with water while the other is empty. The maximum seepage gradient is less than the allowable seepage gradient, so the surrounding rock mass of the diversion tunnel can meet the demand of seepage stability.
Seepage Stability Analysis for Surrounding Rock Mass of Diversion Tunnel by FEM
Based on the actual conditions of the project and related experience, the seepage model of diversion tunnel and its surrounding rock mass was built to analyze its seepage stability. The seepage field was calculated by using finite element method (FEM) and cut-off negative pressure method. Two typical cross-sections and working conditions were chosen to evaluate the seepage stability of the surrounding rock mass. According to the results, the seepage gradient is larger when one tunnel is filled with water while the other is empty. The maximum seepage gradient is less than the allowable seepage gradient, so the surrounding rock mass of the diversion tunnel can meet the demand of seepage stability.
Seepage Stability Analysis for Surrounding Rock Mass of Diversion Tunnel by FEM
Advanced Materials Research ; 787 ; 622-625
2013-09-04
4 pages
Article (Journal)
Electronic Resource
English
Analysis of Surrounding Rock Pressure of Deep Buried Tunnel considering the Influence of Seepage
| DOAJ | 2022
Diversion tunnel concrete water seepage leaking stoppage construction method
| European Patent Office | 2015
Back Analysis for Mass Parameters of Tunnel Surrounding Rock
| Trans Tech Publications | 2012