DocumentCode :
1996154
Title :
Stress and strain analysis of double arch tunnel construction process
Author :
Yu, Qingyang
Author_Institution :
Constr. Eng. Coll., Jilin Univ., Changchun, China
fYear :
2011
fDate :
16-18 Sept. 2011
Firstpage :
5459
Lastpage :
5462
Abstract :
Double arch tunnel is widely applied with the increase of road construction. The stability analysis of rock and support structure is key factor for design and construction. A 3D FEM model is setup according to geometry and mechanics parameters of a real double arch tunnel. The construction process based on middle guiding tunnel is simulated. The stress and strain of rock and support are gotten with the process of construction. The change rule of vertical stress is presented.
Keywords :
design engineering; finite element analysis; geotechnical engineering; mechanical stability; rocks; stress-strain relations; structural engineering; tunnels; 3D FEM model; construction process; design; double arch tunnels; rock stability analysis; stress-strain analysis; Educational institutions; Finite element methods; Rocks; Solid modeling; Strain; Stress; Three dimensional displays; 3D simulation; construction process; double arch tunnel; stress and strain analysis;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electrical and Control Engineering (ICECE), 2011 International Conference on
Conference_Location :
Yichang
Print_ISBN :
978-1-4244-8162-0
Type :
conf
DOI :
10.1109/ICECENG.2011.6058119
Filename :
6058119
Link To Document :
بازگشت