DocumentCode
3237783
Title
Research on the relationship between the tunnel stability and the depth of drainage ditch
Author
Qingtan, Liu ; Yaping, Li
Author_Institution
Sch. of Civil & Eng., Central South Univ., Changsha, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2549
Lastpage
2552
Abstract
Further excavation of tunnel´s drainage ditch could help to lower the groundwater level and ensure the tunnel´s safe operation. However, the excessive excavation of drainage ditch would impact on the tunnel stability. Using field tests to study the excavation depth entails high risk and the result is irreversible, so this method is unfit. The elastic-plastic finite element method was used in the paper to simulate the excavation process of drainage ditch and discussed the relationship between stability of tunnel and the depth of ditch. The optimum depth of Lijiatuan Tunnel´s drainage ditch is 0.77 meter. In the process of ditch´s further excavation, this value was taken as the upper limit for construction, and the treatment effects were satisfied.
Keywords
elasticity; finite element analysis; groundwater; plasticity; safety; tunnels; drainage ditch; elastic-plastic finite element method; excavation; groundwater level; safe operation; tunnel stability; Educational institutions; Finite element methods; Rail transportation; Railway engineering; Rocks; Stability analysis; drainage ditch; finite element; lining; rock; stability; tunnel;
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.2011.5775311
Filename
5775311
Link To Document