RESEARCH ARTICLE
Analysis of Soil Characteristics Affecting Failure Behavior and Bearing Capacity of the Concrete Expanded-Plates Pile
Yongmei Qian*, Dehao Ren, Ruozhu Wang
Article Information
Identifiers and Pagination:
Year: 2015Volume: 9
First Page: 188
Last Page: 191
Publisher ID: TOBCTJ-9-188
DOI: 10.2174/1874836801509010188
Article History:
Received Date: 26/5/2015Revision Received Date: 14/7/2015
Acceptance Date: 10/8/2015
Electronic publication date: 10/9/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
By analyzing the present research results on the concrete expanded-plates pile, the article presents further preliminary studies of their influence on the bearing capacity and failure behavior when the bearing plate is put adjacent to different characteristics of soil and thickness of soil layer. The pile calculation mode for ultimate compression and uplift bearing capacity of the soil failure mechanism of the concrete expanded-plates pile under different conditions is also improved. The study results ensure the rationality and reliability of the design and the applicability of this type of pile in the actual project.