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 :
بازگشت