DocumentCode
1888163
Title
Numerical Simulation on Overturning Behavior About Single Pile Foundation under Lateral Loadings
Author
Yungeng Liu
Author_Institution
China Constr. Second Eng. Bur. Ltd., Beijing, China
fYear
2013
fDate
16-17 Jan. 2013
Firstpage
751
Lastpage
754
Abstract
For some structures, the overturning behavior of a single pile foundation will be the controlling factor. This paper is to present the overturning behaviors about prismatic, belled and step tapered single piles by using the FEM method. The interaction laws between foundations and the soil were investigated. Based on these results, the antidumping countermeasures were suggested, thus to solve anti-overturning issues economically.
Keywords
finite element analysis; foundations; geotechnical engineering; soil; structural engineering; FEM method; antidumping countermeasures; belled piles; numerical simulation; pile overturning behaviors; prismatic piles; single pile foundation; soil; structure lateral loadings; tapered single pile; Analytical models; Finite element analysis; Load modeling; Loading; Numerical models; Periodic structures; Soil; lateral loading; m method; pile foundation; pilesoil interaction;
fLanguage
English
Publisher
ieee
Conference_Titel
Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on
Conference_Location
Hong Kong
Print_ISBN
978-1-4673-5652-7
Type
conf
DOI
10.1109/ICMTMA.2013.187
Filename
6493839
Link To Document