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Damage Evolution Characteristics of Anti-Slide Piles in Loess Landslides and a Possible Characterization Method. [PDF]
Sensors (Basel)Zhao T, Yang W, Zheng S, Li X, Lu Z.
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Liquefaction analysis of marine diversion dike foundation and gravel pile reinforcement treatment based on the PL-Finn model. [PDF]
PLoS OneZhao J, Lin Y, Fan Y, Yu X.
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Study on the Performance and Service Life Prediction of Corrosion-Resistant Concrete Cut-Corner Square Piles. [PDF]
Materials (Basel)Sheng R, Wang K, Wei H, Lu H, Li C.
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Research on Pile-Soil Stress Ratio of DJM Pile Composite Foundation
Applied Mechanics and Materials, 2011Pile-soil stress ratio is defined as the average stress ratio of the head of pile to the soil around of piles, which is a very important indicator to reflect the level of the together-work of pile and the soil, also a major parameter of calculation of capacity of composite foundation and settlement.
Yan Hua Wang, Wang Yan Hua
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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 ...
Genbao Zhang, Zhao Minghua
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Advanced Materials Research, 2011
In order to analyze the characteristics of pile-soil stress ratio of the composite foundation of cement-soil mixing pile under flexible foundation, this paper points out the displacement mode of friction pile; According to the deformation characteristic of friction pile, ascertain the neutral point of composite foundation.
Xiao Rong Yang +3 more
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In order to analyze the characteristics of pile-soil stress ratio of the composite foundation of cement-soil mixing pile under flexible foundation, this paper points out the displacement mode of friction pile; According to the deformation characteristic of friction pile, ascertain the neutral point of composite foundation.
Xiao Rong Yang +3 more
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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
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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
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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 ...
Zhang Jun Hui
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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 ...
Zhang Jun Hui
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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.
Jun-cheng Zeng +3 more
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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.
Jun-cheng Zeng +3 more
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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
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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