RESEARCH ARTICLE


Research on Feasibility of Controlling Crack Resistance of the Concrete Expanded-Plates Pile Under Vertical Tension



Qian Yongmei*, Wang Xu, Wang Ruozhu
Jilin Jianzhu University, Changchun, Jilin, 130118, P.R. China


Article Metrics

CrossRef Citations:
1
Total Statistics:

Full-Text HTML Views: 1930
Abstract HTML Views: 1439
PDF Downloads: 652
Total Views/Downloads: 4021
Unique Statistics:

Full-Text HTML Views: 719
Abstract HTML Views: 847
PDF Downloads: 404
Total Views/Downloads: 1970



Creative Commons License
© 2015 Yongmei et al;

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

The paper introduces the developing situation and trend of the CEP piles in domestic and overseas at present. It is analyzed that the problem of crack resistance of the CEP pile used as uplift piles, by setting the prestressed steel, it is propose that the method of controlling pile crack resistance. For further, a reliable theoretical supporting is provided that study the uplift bearing capacity of the CEP piles.

Keywords: Crack, crack resistance, feasibility, prestressed steel, the concrete expanded-plates pile (The CEP pile).