Field tests on bearing behavior of double pipe piles under horizontal load in Yellow River alluvial plain

被引:0
|
作者
Qi L. [1 ]
Song X.-G. [2 ,3 ]
Zhang H.-B. [2 ,3 ]
Zhou Z.-D. [2 ,3 ]
Yue H.-Y. [2 ,3 ]
机构
[1] Shandong Electric Power Engineering Consulting Institute Ltd, Jinan
[2] School of Civil Engineering, Shandong University, Jinan
[3] Shandong Engineering & Technology Research Center for Subgrade Safety, Jinan
来源
| 1600年 / Chinese Society of Civil Engineering卷 / 39期
关键词
Coefficient of pile group effect; Double piles; Field test; Horizontal bearing capacity; Pipe pile;
D O I
10.11779/CJGE2017S2042
中图分类号
学科分类号
摘要
During the past decades, the design of horizontal bearing pipe piles has still referred to that of bored piles, as a result, the conservative design has been found frequently. In order to get the bearing mechanism and pile group effect coefficient of double pipe piles under horizontal load, field tests are carried out. The test results show that the bearing capacity of double piles are larger than the calculated results from the China's Technical Code for Building Pile Foundations. The Coefficients of pile group effect of model tests are approximately 1.20 to 1.35 times than the calculated results from the Code. The research results are useful for the design of pipe piles under horizontal load in the same areas. © 2017, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.
引用
收藏
页码:171 / 174
页数:3
相关论文
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