The Analysis of the Vertical Uplift Bearing Capacity of Single CEP Pile

Yongmei Qian*, Jie Wang, Ruozhu Wang
college of Engineering Jilin Jianzhu University, Changchun, Jilin, 130118, P.R. China.

Article Metrics

CrossRef Citations:
Total Statistics:

Full-Text HTML Views: 621
Abstract HTML Views: 1009
PDF Downloads: 1034
Total Views/Downloads: 2664
Unique Statistics:

Full-Text HTML Views: 337
Abstract HTML Views: 555
PDF Downloads: 765
Total Views/Downloads: 1657

Creative Commons License
© 2015 Qian 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: This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.


By analyzing the existing calculating model of uplift bearing capacity of the CEP pile, the article put forward the deficiencies of the traditional calculating model for the uplift bearing capacity of the CEP pile, and according to the failure characteristics of soil and forced mechanism of pile of the CEP pile under vertical tension, it is put forward that the final calculation model of the uplift bearing capacity of the CEP pile, which provides reliable theoretical basis for the design and application about the type of pile.

Keywords: Calculating model, the concrete expanded-plates pile (the CEP pile), uplift bearing capacity.