2007•Shanxi ArchitectureRequires access
Experimental analysis of the pile-soil stress ratio in CFG pile composite foundation
Tian Hai-ta
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Abstract
The measurements of pile-soil stress ratio in composite foundation embankment monitor and load test,the differences between the results are analyzed.The study results indicate that the variation of pile-soil stress ratio under rigid load is quite different from that under semi-flexible load,the pile-soilstress ratio of semi-flexible load is smaller than that of rigid load,the different settlement between pile and soil exists in settlement process.