Results 241 to 250 of about 8,944 (263)
Some of the next articles are maybe not open access.
Journal of Highway and Transportation Research and Development (English Edition), 2011
Deformation performance of rigid pile composite foundation under vertical loading was discussed, and the relationship between the pile lateral friction and the relative deformation of piles and soi...
Zhao Minghua
exaly +2 more sources
Deformation performance of rigid pile composite foundation under vertical loading was discussed, and the relationship between the pile lateral friction and the relative deformation of piles and soi...
Zhao Minghua
exaly +2 more sources
Applied Mechanics and Materials, 2014
The combined effect of the embankment fill, piles and caps, and foundation soils on the load transfer characteristics of sparse capped-piled embankment is very significant. Using the modified cylindrical shear stress transfer model based on Marston soil pressure theory, a new calculation method for pile-soil stress ratio of sparse rigid pile composite ...
Wei Zheng Liu, Jun Hui Zhang, Hao Zhang
exaly +2 more sources
The combined effect of the embankment fill, piles and caps, and foundation soils on the load transfer characteristics of sparse capped-piled embankment is very significant. Using the modified cylindrical shear stress transfer model based on Marston soil pressure theory, a new calculation method for pile-soil stress ratio of sparse rigid pile composite ...
Wei Zheng Liu, Jun Hui Zhang, Hao Zhang
exaly +2 more sources
2009 Second International Conference on Intelligent Computation Technology and Automation, 2009
Pile-soil stress ratio is one of important parameters in the design of high-speed railway composite foundation. The full scale in-situ test in trial section of Beijing-Shanghai high-speed railway by adopting composite foundation of CFG pile-net (geogrid) with preloading was carried out.
Ji-Wen Zhang
exaly +2 more sources
Pile-soil stress ratio is one of important parameters in the design of high-speed railway composite foundation. The full scale in-situ test in trial section of Beijing-Shanghai high-speed railway by adopting composite foundation of CFG pile-net (geogrid) with preloading was carried out.
Ji-Wen Zhang
exaly +2 more sources
Pile-soil Stress Ratio of Pile-supported and Geogird-reinforced Composite Foundation
Journal of Highway and Transportation Research and Development (English Edition), 2012AbstractThe load and deformation of the pile-capped horizontal reinforced cushion of the pile-supported and geogrid-reinforced composite foundation were discussed to obtain the deformation and the ...
Jun Long +3 more
openaire +1 more source
Journal of Central South University of Technology, 2008
To discuss the soil arching effect on the load transferring model and sharing ratios by the piles and inter-pile subsoil in the bidirectionally reinforced composite ground, the forming mechanism, mechanical behavior and its effect factors were discussed in detail.
Xin-jun Zou +3 more
openaire +1 more source
To discuss the soil arching effect on the load transferring model and sharing ratios by the piles and inter-pile subsoil in the bidirectionally reinforced composite ground, the forming mechanism, mechanical behavior and its effect factors were discussed in detail.
Xin-jun Zou +3 more
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model
International Journal for Numerical and Analytical Methods in Geomechanics, 2022Lixing Wang +2 more
exaly