Experimental research on load bearing mechanism of rigid pile composite foundations

被引：0
|
作者：
Huang Ju-qing [1 ,2 ]
He Chun-bao [3 ]
Mo Hai-hong [1 ]
Ni Guang-le [4 ]
机构：
[1] South China Univ Technol, Dept Civil Engn, Guangzhou 510640, Guangdong, Peoples R China
[2] Dongguan Construct Qual Supervis Stn, Dongguan 523076, Peoples R China
[3] South China Agr Univ, Coll Water Conservancy & Civil Engn, Guangzhou 510642, Guangdong, Peoples R China
[4] Taiji Civil Engn Co Ltd, Guangzhou 510507, Guangdong, Peoples R China
来源：
ROCK AND SOIL MECHANICS | 2008年 / 29卷 / 03期
关键词：
composite foundation; loading test; bearing capacity; stress ratio of pile to soil;
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Static loading tests and in-situ measurement were carried out to analyze the load-bearing behavior and working mechanism of various types of rigid pile composite foundations in Guangdong Province. It is shown that the stress ratio between pile and soil can be much influenced by geological condition and the relative rigidities of pile and soil. The measurement results presented could be used for reference in rigid pile composite foundation design.
引用
收藏
页码：841 / +
页数：6
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