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Ultimate lateral load resistance of laterally loaded pile [PDF]
, 2008 Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
Rahman, Md.M. +3 more
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Simplified analysis of laterally loaded pile groups
Alexandria Engineering Journal, 2012 The response of laterally loaded pile groups is a complicated soil–structure interaction problem. Although fairly reliable methods are developed to predicate the lateral behavior of single piles, the lateral response of pile groups has attracted less ...
F.M. Abdrabbo, K.E. Gaaver
doaj +1 more source
Numerical Modeling of Pile Responses under Lateral Loading Considering the Scour Effects [PDF]
, 2022 This thesis focuses on the 3D numerical analysis of the laterally loaded pile. For numerical modeling/analysis, ABAQUS, a widely used commercial software, is used. Non-scour and scour conditions are considered for this thesis.
Lee, Jungmin
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Three dimensional modeling of laterally loaded pile groups resting in sand
HBRC Journal, 2016 Many structures often carry lateral loads due to earth pressure, wind, earthquakes, wave action and ship impact. The accurate predictions of the load–displacement response of the pile group as well as the straining actions are needed for a safe and ...
Amr Farouk Elhakim +2 more
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EMBEDDED IN SANDY SOILS WITH CAVITIES
Journal of Engineering, 2007 A program of laboratory testing is carried out to study the performance of laterally loaded piles embedded in soil, which contains cavities. The testing apparatus is manufactured for carrying out the tests and a simple technique was used to simulate the
Mosa J. Al-Mosawe +2 more
doaj +3 more sources
Advances in Materials Science and Engineering, 2020 The cracks are likely to initiate on a lateral loaded pile and would cause greater deflection at the pile head. However, there is a lack of thorough investigation into the effect of cracking on the response of the lateral loaded pile.
Zhijun Yang +4 more
doaj +1 more source
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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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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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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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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