Results 21 to 30 of about 2,472 (216)
Numerical investigation of soil and buried structures using finite element analysis [PDF]
Today the important of studying soil effect on behavior of soil contacted structures such as foundations, piles, retaining wall and other similar structures is so much that neglecting of soil-structure interaction effect can cause to untrue results. In
Meysam Shirzad Shahrivar +1 more
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The lateral pressure generated by liquefied soil on pile is a critical parameter in the analysis of soil-pile interaction in liquefaction-susceptible sites.
Xinlei Zhang +4 more
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Analysis of the effect of grouting parameters on pile-soil interaction of grouted piles
Reasonable control of grouting parameters was the key to improving the pile-soil interaction. However, quantitative analysis on the effect of grouting parameters on the pile-soil interaction was still lacking.
Si-Si Shi +5 more
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In order to consider the effect of anisotropy of soil around the pile on the lateral vibration of pile groups, the soil around the pile is regarded as a transversely isotropic medium, and a lateral dynamic interaction model of pile-pile in transversely ...
Linchao Liu, Qifang Yan
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The dynamic interaction of pile-soil-superstructure system is a complex process, especially in inclined liquefaction-induced lateral spreading site. Due to the permanent large deformation of the ground generated during the earthquake, nonlinear reactions
Zhiyang Wang +3 more
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Given the structural stability of steel sheet pile support in a water-rich soft soil area, the interaction mechanical mechanism between steel sheet pile support and soft soil was analyzed in the paper.
Guotao Shao +4 more
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Experiment on Improving Bearing Capacity of Pile Foundation in Loess Area by Postgrouting
Postgrouting technology is an inevitable trend in the development of bored piles in the loess area. To study the behavior of end resistance, lateral friction, and bearing capacity of postgrouting pile and conventional pile, the mechanism of improving the
Zhijun Zhou, Yuan Xie
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ANALYSIS OF THE STRESS CHARACTERISTICS OF CFG PILE COMPOSITE FOUNDATION UNDER IRREGULARITY CONDITION [PDF]
By the excitation load function corresponding to the irregularity management standard the vertical load of the train is simulated. Based on the finite difference software FLAC3D the three-dimensional dynamic coupling finite difference model of track ...
Yang Chengzhong, Ni Kai, Wang Shufang
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This paper presents a simplified elastic continuum method for calculating the restraint effect of isolation piles on tunneling-induced vertical ground displacement, which can consider not only the relative sliding of the pile‒soil interface but also the ...
Liqiang Cao +5 more
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Analysis of Shear Test on Pile-soil Interface
Shearing slippage damage is the main failure type at the interface of pile and soil, when the pile-top load increase, the piles displacement gradually increase and the pile and soil will occur shear failure from top to bottom, besides, the lateral ...
L. Nie, T. Wang
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