Chapter
Apr 26, 2012
Simulating Analysis on the Excavation and Lining of Twin-Arched Tunnel
Authors: Meng Yang [email protected], Yunlong He, and Yunfeng PengAuthor Affiliations
Publication: International Conference on Transportation Engineering 2007
Abstract
The elastic-plastic model was used to simulate the excavation and lining process of twin-arched tunnel by finite element method. As the stability of surrounding rock of twin-arched tunnel and the stress and deformation of rock have close connection with the construction procedure, we analyzed the tunnel structure under different procedures in this paper. According to the research, reasonable procedure of excavation and lining and the best lining time were put forward.
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© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Construction engineering
- Construction methods
- Elastic analysis
- Engineering fundamentals
- Excavation
- Finite element method
- Geology
- Geotechnical engineering
- Linings
- Methodology (by type)
- Models (by type)
- Numerical methods
- Rocks
- Simulation models
- Stress (by type)
- Stress analysis
- Structural analysis
- Structural engineering
- Tunnels
Authors
Affiliations
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan City 430072. E-mail: [email protected]
Yunlong He
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan City 430072
Yunfeng Peng
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan City 430072
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