Method to analyze lateral bearing capacity of small deformation piles considering friction effect

被引：0
|
作者：
Li H. [1 ,2 ]
Liu S. [1 ,2 ]
Tong L. [1 ,2 ]
Gu Q. [3 ]
Ha S. [1 ,2 ]
机构：
[1] Institute of Geotechnical Engineering, Southeast University, Nanjing, 210096, Jiangsu
[2] Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Southeast University, Nanjing, 210096, Jiangsu
[3] Jiangsu Provincial Construction Drawing Examination and Verification Center, Nanjing, 210036, Jiangsu
来源：
Liu, Songyu (liusy@seu.edu.cn) | 2018年 / Academia Sinica卷 / 37期
关键词：
Friction effect; Large-diameter pile; Lateral bearing capacity; M-method; Pile foundations; Scale effect;
D O I：
10.13722/j.cnki.jrme.2017.0502
中图分类号：
学科分类号：
摘要：
At present, all kinds of large-scale construction projects in China put forward strict requirements on the design of pile foundations, and the lateral bearing analysis of piles is a prominent problem. A new differential equation for the pile deflection containing the side frictions was established based the conventional method of analysis to the laterally loaded piles. The fm-method of calculating the lateral bearing capacity of piles under small deformation was proposed with the consideration of friction effect. In order to validate the proposed method, the corresponding Matlab program and some examples of laterally loaded piles were used. The effectiveness of the method was reviewed. Additionally, the comparison of the calculated results from the original m-method and the proposed fm-method was made. The influence of the scale effect on the lateral bearing characteristics of pile foundations was obtained. © 2018, Science Press. All right reserved.
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页码：230 / 238
页数：8
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