DocumentCode
3254834
Title
The safe thickness of water-barrier rock wall during excavation of karst tunnel
Author
Sun Jinshan ; Xu Guangli ; Fan Jinping ; Zhang Lu
Author_Institution
Eng. Sch., China Univ. of Geosci. (Wuhan), Wuhan, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5622
Lastpage
5625
Abstract
The rock mass between karst cave and tunnel heading is a natural barrier to avoid water-bursting hazard during karst tunnel excavation. On the basis of shear failure mechanism of the water-barrier rock wall, a simplified formula is induced to calculate the safe thickness of the wall. On the other hand, the finite element simulation is also adopted to calculate the safe thickness of the water-barrier rock wall in different conditions. The simulation results show that the water pressure, rock mass strength and in-situ stress have significant influence on the safe thickness of the water-barrier rock wall. A regression formula is proposed based on the numerical simulation results. Engineering examples demonstrate the practicability of the simplified formula and regression formula. And the formulas have reference value for construction of karst tunnels.
Keywords
failure (mechanical); geotechnical engineering; mining; regression analysis; rocks; safety; structural engineering; tunnels; Karst cave; Karst tunnel excavation; finite element simulation; regression formula; rock mass strength; safe thickness; shear failure mechanism; tunnel heading; water barrier rock wall; water bursting hazard; water pressure; Plastics; Rail transportation; Rocks; Stability analysis; Stress; Sun; karst; tunnel; water-barrier rock wall; water-bursting;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776131
Filename
5776131
Link To Document