Title :
Numerical Simulation on Overturning Behavior About Single Pile Foundation under Lateral Loadings
Author_Institution :
China Constr. Second Eng. Bur. Ltd., Beijing, China
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;
Conference_Titel :
Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on
Conference_Location :
Hong Kong
Print_ISBN :
978-1-4673-5652-7
DOI :
10.1109/ICMTMA.2013.187
