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Analysis of the Effect of the Space of the Bearing Plate on the Uplift Bearing Capacity of the Concrete Plates-expanded Pile

Author(s):

Medium: journal article
Language(s): English
Published in: The Open Civil Engineering Journal, , n. 1, v. 9
Page(s): 610-615
DOI: 10.2174/1874149501509010610
Abstract:

In this paper, using ANSYS FEM software to simulate the failure status of the concrete plates-expanded pile (CPEP) in clay, keeping the other parameters constant, and through changing the space of plate of the concrete platesexpanded pile to study the effect of the space of plate on the uplift bearing capacity of the concrete plates-expanded pile. Through the research of this paper to complete the influence factors of the uplift bearing capacity of the concrete platesexpanded piles, in order to provide theoretical basis to the application of the concrete plates-expanded pile in practical engineering.

Copyright: © 2016 Qian Yong-Mei and Zhai Rong-Zheng
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10175563
  • Published on:
    30/12/2018
  • Last updated on:
    02/06/2021
 
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