DocumentCode :
537690
Title :
Analysis of Falsework Foundation Deformation Effect on Existing Highway Safety
Author :
Jun, Wang ; Xuewei, Han
Author_Institution :
CCCC Second Highway Eng. CO., Ltd., Xian, China
Volume :
1
fYear :
2010
fDate :
11-12 Nov. 2010
Firstpage :
243
Lastpage :
246
Abstract :
In the new high-speed railway construction, many hidden dangers exist when the plan line across the existing highway. Under the premise of construction safety, how to ensure the traffic safety of existing road is the most important key of success construction. In this paper, combining with an engineering example of a new high-speed railway cross an existing highway, continuous beams falsework protection measures is first introduced in detail, then, three-dimensional finite element method is adopted to analyze the effect of falsework foundation deformation on the existing highway pile and pile cap. Calculation results indicate that the strengthening protection measures proposed can control the deformation of existing pile and pile cap, and the method can be referred by other similar projects.
Keywords :
construction industry; deformation; finite element analysis; foundations; railway safety; road safety; road traffic; construction safety; falsework foundation deformation effect; finite element method; high-speed railway construction; highway pile; highway safety; pile cap; road traffic safety; deformation; existing highway; falsework; traffic safety;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Optoelectronics and Image Processing (ICOIP), 2010 International Conference on
Conference_Location :
Haiko
Print_ISBN :
978-1-4244-8683-0
Type :
conf
DOI :
10.1109/ICOIP.2010.84
Filename :
5663131
Link To Document :
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