Large-scale model test analysis of behaviors of jet grouting (JG) soil-cement-pile strengthened pile under lateral load

被引:0
作者
Zheng Hao [1 ,2 ,4 ]
Liu Han-long [1 ,2 ]
Lei Yu-hua [3 ]
Ren Lian-wei [1 ,2 ]
机构
[1] Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Geotech Res Inst, Nanjing 210098, Jiangsu, Peoples R China
[3] Tianjin Huazheng Geotech Co Ltd, Tianjin 300451, Peoples R China
[4] China Shanghai Architectural Design & Res Inst Co, Shanghai 200063, Peoples R China
关键词
JPP pile; horizontal bearing capacity; large-scale model test; lateral earth pressure;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
JG(jet grouting) soil-cement-pile strengthened pile, simply called JPP pile, is a new sort of composite pile used in soft foundation. It may improve the vertical bearing capacity effectively; and it has been practically used in a considerable scale. In order to study the behaviors under lateral load, large-scale model test is carried out, using large test room made by Hohai University. It is shown that the JPP pile could improve horizontal bearing capacity by about 15% compared with bored concrete pile; and the biggest bending moment of JPP pile is located in the place 2 m below the pile tip; and lateral earth pressure is concentrated in the top 2 m soil. Meanwhile, with a cap added, JPP pile has a much higher horizontal bearing capacity. According to the formula for bored concrete pile based on m method, which standard remmends, horizontal bearing capacity of JPP pile has been calculated; and calculation results basically coincide with the experimental results. The results may be useful for the practical engineering and analysis of JPP pile in the similar soil layer.
引用
收藏
页码:217 / 223
页数:7
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