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 :
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