Results 21 to 30 of about 2,472 (216)

Numerical investigation of soil and buried structures using finite element analysis [PDF]

open access: yesJournal of Structural and Construction Engineering, 2017
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
doaj   +1 more source

Pseudo-Static Simplified Analysis Method of the Pile-Liquefiable Soil Interaction considering Rate-Dependent Characteristics

open access: yesShock and Vibration, 2022
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
doaj   +1 more source

Analysis of the effect of grouting parameters on pile-soil interaction of grouted piles

open access: yesFrontiers in Earth Science, 2023
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
doaj   +1 more source

Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak’s Plane Model

open access: yesJournal of Applied Mathematics, 2023
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
doaj   +1 more source

The influence of pile-soil interaction springs on the inclined liquefied site-group pile-supertructure system

open access: yes地震科学进展
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
doaj   +1 more source

Effect Analysis of Steel Sheet Pile Supporting for Utility Tunnel Foundation Pit in Water-Rich Soft Soil

open access: yesAdvances in Civil Engineering, 2023
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
doaj   +1 more source

Experiment on Improving Bearing Capacity of Pile Foundation in Loess Area by Postgrouting

open access: yesAdvances in Civil Engineering, 2019
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
doaj   +1 more source

ANALYSIS OF THE STRESS CHARACTERISTICS OF CFG PILE COMPOSITE FOUNDATION UNDER IRREGULARITY CONDITION [PDF]

open access: yesCivil Engineering Journal, 2017
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
doaj   +1 more source

Analytical solutions for the restraint effect of isolation piles against tunneling-induced vertical ground displacements

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
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
doaj   +1 more source

Analysis of Shear Test on Pile-soil Interface

open access: yesChemical Engineering Transactions, 2015
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
doaj   +1 more source

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