Paper Title:
Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads
  Abstract

Considering the initial stress field and concrete damage, no-linearity caused by crack of concrete, non-linear of reinforcement, elastic-plastic of soil around pile, couple interaction between concrete and steel, non-linearity contact of interface between pile and soil, the lateral load bearing capacity of squeezed branch and plate pile under vertical and lateral load is studied with infinite element and finite element couple method. The results indicate that the vertical load decreases the lateral displacement of pile top and increase the pile lateral load bearing capacity at the same time.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
3110-3113
DOI
10.4028/www.scientific.net/AMR.255-260.3110
Citation
X. J. Gao, Y. Sun, "Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads", Advanced Materials Research, Vols. 255-260, pp. 3110-3113, 2011
Online since
May 2011
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Price
$32.00
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