DocumentCode
3255088
Title
Stability analysis and safety monitoring on anchorage foundation with building envelope of diaphragm wall
Author
Lu, Jianhong ; Ren, Lifang
Author_Institution
Geol. Sci. & Eng. Dept., Hohai Univ., Nanjing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
698
Lastpage
701
Abstract
Based on the north anchorage foundation of Runyang Bridge, some beneficial results were obtained concerning the stability of Anchorage foundation. The finite element method shows great advantage to analysis the nonlinear problem concerning the anchorage foundation stability, which can raise the efficiency and calculation accuracy greatly. The safety monitor model, based on the output of three-dimension finite element simulation, is reasonable. The dynamic prediction analyses based on the monitoring data ensured the stability and safety of the anchorage foundation.
Keywords
bridges (structures); condition monitoring; finite element analysis; foundations; mechanical stability; safety; stability; Runyang bridge; anchorage foundation stability; building envelope; diaphragm wall; dynamic prediction analyses; finite element method; nonlinear problem; safety monitoring; stability analysis; Buildings; Finite element methods; Monitoring; Numerical stability; Safety; Stability analysis; Substrates; anchorage foundation; building envelope of diaphragm wall; dynamic prediction; safety monitoring; stability analysis;
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.2011.5776146
Filename
5776146
Link To Document