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

Qian Yong-Mei*, Zhai Rong-Zheng
Institute of Civil Engineering, Jilin Jianzhu University, Changchun, Jilin, 130118, P.R. China

Article Metrics

CrossRef Citations:
Total Statistics:

Full-Text HTML Views: 817
Abstract HTML Views: 756
PDF Downloads: 220
Total Views/Downloads: 1793
Unique Statistics:

Full-Text HTML Views: 429
Abstract HTML Views: 499
PDF Downloads: 156
Total Views/Downloads: 1084

Creative Commons License
© 2015 Yong-mei and Rong-zheng

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: This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.


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.

Keywords: Influence, research and analysis, the concrete plates-expanded pile, the space of the plate, the uplift bearing capacity.

Related Article