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- W2364187465 abstract "Based on the experiment,characters of pile stress,soil stress and pile-soil stress ratio of rigid long-short-pile composite ground under stiff foundation and flexible foundation were investigated. The change law of pile-soil stress ratio and the action mechanism of its affected factors were analyzed. The research indicates that the pile-soil stress ratio of composite ground under flexible foundation and stiff foundation is different sharply. The former is smaller than the latter. The distinction between the stress ratio of long pile and short pile under flexible foundation is indefinite compared with that under stiff foundation. The character of pile-soil load-sharing is affected by stiffness of foundation. Under stiff foundation,the variation of pile-soil stress ratio of long pile is obvious comparatively,and the peak value of pile-soil stress ratio is three times as much as that of short pile." @default.
- W2364187465 created "2016-06-24" @default.
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- W2364187465 date "2009-01-01" @default.
- W2364187465 modified "2023-09-24" @default.
- W2364187465 title "Experimental research on pile-soil stress ratio of long-short-pile composite ground with rigid pile" @default.
- W2364187465 hasPublicationYear "2009" @default.
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