Results 211 to 220 of about 1,519 (230)
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2011 International Conference on Consumer Electronics, Communications and Networks (CECNet), 2011
The parameter of diaphragm type earth pressure cells (EPC) is usually determined from calibration test by applying a known fluid pressure to the EPC and recoding the output, it cannot be used when the normal stress in soil was measured by EPC. According to the stress distribution on the pile top and the earth face between piles within the composite ...
Chaoquan Liu, Guowei Li, Qifu Xu
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The parameter of diaphragm type earth pressure cells (EPC) is usually determined from calibration test by applying a known fluid pressure to the EPC and recoding the output, it cannot be used when the normal stress in soil was measured by EPC. According to the stress distribution on the pile top and the earth face between piles within the composite ...
Chaoquan Liu, Guowei Li, Qifu Xu
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In Situ Test on Pile-Soil Stress Ratio of CFG Pile Composite Foundation under Embankment Load
ICTE 2011, 2011The in-situ test of stress ratio of CFG pile composite foundation for the express way from Dexing to Nanchang in Jiangxi province is done, the test results of the pile-soil stress ratio of CFG pile composite foundation under different pile distance during embankment filling period and under loading test bearing board are analyzed, to investigate the ...
Hong Zhang +3 more
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Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and
Foundation Failure Analysis and Repairs, 2011
A new driven cast-in-place Y pile was developed according to the innovative design concept of Y pile and the traditional construction technology of driven cast-in-place pile in China. In this paper the pile-soil stress ratio was calculated based on the hypothesis that the pile body was modeled as an equivalent constant section elastic bar.
Yue-dong Wu +3 more
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A new driven cast-in-place Y pile was developed according to the innovative design concept of Y pile and the traditional construction technology of driven cast-in-place pile in China. In this paper the pile-soil stress ratio was calculated based on the hypothesis that the pile body was modeled as an equivalent constant section elastic bar.
Yue-dong Wu +3 more
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Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model
International Journal for Numerical and Analytical Methods in Geomechanics, 2022Wenbing Wu, , Yunpeng Zhang
exaly
Assessment of Stress in the Soil Surrounding the Axially Loaded Model Pile by Thin, Flexible Sensors
Sensors, 2021Krzysztof Żarkiewicz +1 more
exaly
Pile-soil stress ratio of deformable pile-supported and geosynthetics-reinforced embankments
岩土工程学报, 2011YUJin, ZHOUYiTao, BAOSheng, CAIYanyan
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