DocumentCode
3217093
Title
3D numerical analysis of Underground Culvert constructions on neighboring existing pile
Author
Wang De-yun
Author_Institution
Office of Geol., Beijing Inst. of Hydraulic Eng. Planning Design & Res., Beijing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5685
Lastpage
5688
Abstract
Underground Culvert construction always adjacent to existing pile foundation, it is an important problem how to ensure the security of the existing pile. Taking the Underground Culvert at West Ring Road of the South-North Water Transfer Project as an example, the 3D numerical simulation had been carried out and the stress deformation Law and the stability of the pile was studied. The results had shown that the Underground Culvert construction had little impact on the stress and the deformation of the pie, and working period does not endanger the viaduct´s safety theoretically. The conclusions and suggestions are valuable for the engineering design and worth as references for the similar projects.
Keywords
deformation; design engineering; finite element analysis; foundations; geotechnical engineering; mechanical stability; stress analysis; tunnels; 3D numerical simulation; South-North Water Transfer Project; West Ring Road; engineering design; pile foundation; pile stability; stress deformation Law; underground culvert construction; viaduct safety; Boring; Finite element methods; Monitoring; Roads; Stress; Three dimensional displays; numerical analysis; pile; security; underground culvert;
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.2011.5774318
Filename
5774318
Link To Document