DocumentCode :
3074678
Title :
Simulation on the Construction Process of Double-arch Tunnel by ADINA
Author :
Peng, Yunfeng ; Tan, Wei
Author_Institution :
Coll. of Hydraulic & Environ. Eng., China Three Gorges Univ., Yichang, China
Volume :
4
fYear :
2010
fDate :
4-6 June 2010
Firstpage :
60
Lastpage :
63
Abstract :
As a new tunnel structure form, double-arch tunnel is placed on the research stage at home and abroad. Since the stability of surrounding rock and its strain-stress have close relationship with the lining structure function appearance, the reliabilities of the support´s design parameters as well as the working procedure, the stress and displacement in the surrounding rock during different working stages of the double-arch tunnel and the stress and displacement law of the supporting structure achieved are analyzed in this paper, a reasonable excavation procedure, support procedure and the best support time are put forward on the basis of that. It is significant for the design and construction of the double-arch tunnel in China.
Keywords :
construction; reliability; stress-strain relations; structural engineering; supports; tunnels; ADINA; China; construction process; double-arch tunnel; lining structure function; strain-stress; tunnel structure; Analytical models; Circuits; Computational modeling; Educational institutions; Geology; Home computing; Numerical simulation; Reliability engineering; Stability analysis; Stress; FEM; construction process; double-arch tunnel; numerical simulation; traffic engineering;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information and Computing (ICIC), 2010 Third International Conference on
Conference_Location :
Wuxi, Jiang Su
Print_ISBN :
978-1-4244-7081-5
Electronic_ISBN :
978-1-4244-7082-2
Type :
conf
DOI :
10.1109/ICIC.2010.285
Filename :
5514017
Link To Document :
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