Paper Title:
Numerical Analysis of the Influence of Vertical Load on the Horizontal Bearing Capacity of Single Pile
  Abstract

It is a complicated progress of interaction between pile and soil when pile is under both vertical load and horizontal load. This paper analyzes the variation of stress, strain, deformation and deflection of the pile body by finite element numerical simulation of single bored concrete pile under vertical load together with horizontal load. Based on the existing research results, conclusions could be that the vertical load can increase horizontal bearing capacity of the pile in sandy soils, but horizontal bearing capacity of the pile in clayey soils is more complicated. Hope that the simulation can provide some references for the design of pile foundation.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
1947-1952
DOI
10.4028/www.scientific.net/AMR.374-377.1947
Citation
Z. Y. Xiao, G. X. Zhang, W. Xu, Z. M. Xue, "Numerical Analysis of the Influence of Vertical Load on the Horizontal Bearing Capacity of Single Pile", Advanced Materials Research, Vols. 374-377, pp. 1947-1952, 2012
Online since
October 2011
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Price
$32.00
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