Title :
On the Analysis Methods of Face Stability in Shield Tunnel Excavation
Author_Institution :
Sch. of Archit. & civil Eng., Xi´´an Univ. of Sci. & Technol., Xi´´an, China
Abstract :
Shield method is a major method in city metro tunnel excavation. However, face instability it might cause is one of the major influencing factors for ground deformation. This paper systematically classifies and evaluates the analysis methods of face stability in shield tunnel excavation in order to lay a solid foundation for future studies on face stability.
Keywords :
deformation; foundations; stability; tunnels; city metro tunnel excavation; face instability; face stability; ground deformation; shield tunnel excavation; solid foundation; Industrial engineering; Information management; Innovation management; Stability analysis; face stability; shield method; tunnel;
Conference_Titel :
Information Management, Innovation Management and Industrial Engineering, 2009 International Conference on
Conference_Location :
Xi´an
Print_ISBN :
978-0-7695-3876-1
DOI :
10.1109/ICIII.2009.111
