Numerical study on the effect of pile shape and loading direction on the lateral response of displacement pile in sand [PDF]
Scientific ReportsSeveral finite element numerical simulations were conducted on laterally loaded piles in Geba sand to investigate how pile shape, loading direction, and pile length impact lateral load transfer curves and pile-soil interaction. The stress–strain behavior
Wei Liu +11 more
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Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response [PDF]
The Scientific World Journal, 2014 Using a series of model tests, this study investigated the effect of a passive pile on 3D ground deformation around a laterally loaded pile and on that laterally loaded pile’s response in sand. The active pile head was subjected to lateral loads, and the
Bingxiang Yuan +4 more
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Numerical study on the lateral behavior of pile groups in Toyoura sand using the hypoplastic constitutive model [PDF]
Scientific ReportsA pile group under lateral loading is a complex pile‒soil-pile interaction problem. In this study, numerical analysis was used to investigate the lateral behavior of pile groups arranged in a 3 × 3 configuration with varying piles spacings.
Jiandong Li +3 more
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Horizontal Stiffness and Damping of Piles in Inhomogeneous Soil [PDF]
, 2017 A practically oriented analytical procedure for determining the dynamic stiffness and damping (impedance coefficients) of a laterally loaded pile in soil exhibiting different types of inhomogeneity with depth, is presented.
Karatzia, Xenia, Mylonakis, George
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Static and cyclic p-y curves for laterally loaded piles in soft clay
Yantu gongcheng xuebao, 2017 A pseudo-three-dimensional analysis method on static p-y curves of laterally loaded piles in soft clay is conducted. This method is based on the two-dimensional elastic fictitious loading upper bound limit analysis approach considering the stress-strain ...
HUANG Mao-song 1, 2, MA Hao 1, 2, LI Sen 1, 2, YU Jian 1, 2, ZHANG Chen-rong 1, 2
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Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil
Applied Sciences, 2022 Scouring can reduce the strength and rigidity of the pile–soil system and become one of the major causes for the failure of the structure of the partially-embedded single pile.
Jianjun Ma +5 more
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The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System [PDF]
Engineering and Technology Journal, 2021 Mechanically Stabilized Earth Walls (MSE) were widely used in several essential infrastructures, such as the abutments on a bridge. The need for a support base of a shallow or a deep bridge increased in the MSE wall system.
Salah Hamza +2 more
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Performance of laterally loaded piles considering soil and interface parameters [PDF]
, 2014 © 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand.
Basack, S +4 more
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Advances in Civil Engineering, 2019 When a pile is placed near the slope, the lateral loading capacity of the pile decreases significantly due to the weakening effect of soil resistance near the slope.
Minghui Yang, Bo Deng, Yuhui Wang
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Reduction Factors for Laterally Loaded Pile Groups Accounting for Pile Cross Sections and Soil Properties [PDF]
Civil Engineering Infrastructures Journal, 2022 P-y analysis approach is among the most widely used methods implemented for simulating the pile behavior under lateral loading. To obtain the p-y curve of a pile group, that of a single pile should be modified by a group reduction factor which is ...
Amir Talebi, Ali Derakhshani
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