Results 11 to 20 of about 12,931 (166)

Effect of Relative Stiffness of Pile and Soil on Pile Group Effect

open access: yesJournal of Marine Science and Engineering, 2023
Pile groups are designed to sustain complex loads in various engineering. During the design of a pile group, the obvious pile group effect should be considered for closely spaced pile groups.
Bo Liu   +3 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

Pile group effect at vertical vibrations

open access: yesMagazine of Civil Engineering, 2022
Analysis of the applicability of wave model solution to evaluate the variation of the dynamic stiffness in the pile foundation versus the distance between piles at the vertical vibrations; both experimental data from references and our own measurements ...
Kolesnikov Aleksei   +2 more
doaj   +1 more source

A simplified approach for evaluation of seismic displacements of pile group located in soil slope [PDF]

open access: yesNumerical Methods in Civil Engineering, 2020
Seismically induced slope movements have imposed severe damage on the pile-supported structures located on soil slopes during past earthquakes. Consequently, evaluation of the lateral seismic response of pile-slope systems is an important measure towards
Hessam -Aldin Hajimollaali   +2 more
doaj   +1 more source

Experimental Study on Mechanical Deformation Characteristics of Inclined and Straight Alternating Pile Groups

open access: yesAdvances in Civil Engineering, 2020
In order to investigate the bearing characteristics of inclined straight alternating pile groups under vertical and horizontal loads, the indoor model test of 2 × 2 inclined straight alternating pile groups with two layers of soil on low pile caps was ...
Desen Kong, Meixu Deng, Yazhou Li
doaj   +1 more source

Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model

open access: yesApplied Sciences, 2020
The behavior of laterally loaded pile groups is usually accessed by beam-on-nonlinear-Winkler-foundation (BNWF) approach employing various forms of empirically derived p-y curves and p-multipliers.
Muhammad Bilal Adeel   +3 more
doaj   +1 more source

Load-Settlement Behaviour Analysis Based on the Characteristics of the Vertical Loads under a Pile Group

open access: yesApplied Sciences, 2022
The nonlinear load-settlement behaviours of vertically loaded pile groups containing various numbers of piles (up to a few hundred piles in a group) are analysed using the method proposed by Lee and Xiao.
Haijun Liu, Zhaoran Xiao, Kinman Lee
doaj   +1 more source

Dynamic Responses of Embedded Rock Pile Groups due to Rock Burst considering Coupled Pile-to-Pile Interaction

open access: yesLithosphere, 2022
This note presents an analytical solution to investigate the dynamic behavior of pile groups of embedded rock due to rock burst, which takes into account the interaction between piles. The energy generated by the rock burst propagates through the soil in
Xiaolin Cao   +3 more
doaj   +1 more source

Study on the Dynamic Response Characteristics and p–y Curve of Straight and Inclined Pile Groups in Saturated Sands

open access: yesApplied Sciences, 2022
This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li   +4 more
doaj   +1 more source

Boundary Element Analysis of Capped Pile Groups [PDF]

open access: yesEngineering and Technology Journal, 2009
The boundary element method (BEM) has become one of the most powerfulnumerical techniques which has already established itself within the scientificcommunity.
Kais T. Shlash   +2 more
doaj   +1 more source

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