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Analytical solutions for laterally loaded step-tapered piles by state space method
Yantu gongcheng xuebao, 2023 To analyze the response of laterally loaded step-tapered piles, a four-spring model is proposed based on the Timoshenko beam theory considering the effects of pile diameter, shear deformation and nonlinear pile material behavior. The analytical solutions
ZHANG Xiaodi 1, 2, WANG Jinchang 1, 2, YANG Zhongxuan 1, 3, GONG Xiaonan 1, 2, XU Rongqiao 1, 3
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Behavior of Laterally Loaded Pile Groups Adjacent to a Slope - A Numerical Study [PDF]
Journal of Engineering Research - Egypt, 2022 The current work comprises of a variety of experiments conducted on single piles and pile groups exposed to static lateral stress. The studies were carried out on single, (2x1), and (2x3) pile groups with pile spacing three times the diameter of each ...
Khaled Bahloul
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Performance of axially loaded single pile embedded in cohesive soil with cavities [PDF]
, 2017 The stability of a single model pile located adjacent to a continuous cavity was studied. This paper is an attempt to understand the behaviour of axially loaded single pile embedded in clayey soil with the presences of cavities.
Al-Jazaairry, AA, Toma-Sabbagh, TM
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Journal of Engineering, 2010 Micropiles are small diameter, cast in – place or grouted piles with steel pipes of (50 to 300 mm) diameters and driven by boring machine. Despite their small wall thickness, high bearing capacity of micropiles provides both axial and pullout resistance.
Mohammed Y. Fattah +2 more
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Nonlinear finite element Analysis of laterally loaded piles in Layered Soils
Electronic Journal of Structural Engineering, 2023 This work is based on Winkler’s theory to analyze laterally loaded single piles using the finite element method. Soil nonlinearity is taken into account via nonlinear springs “p-y” curves. Exact element displacement shape functions and stiffness matrix
Haitham Saeed, Huda Saad Abed
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A Numerical Investigation to Determine the p–y Curves of Laterally Loaded Piles
Mathematics, 2021 This paper focuses on a numerical approach to finding the p–y curves for laterally loaded piles. The Drucker–Prager plastic model is employed and implemented within a finite element MATLAB code.
K. Yin, Lianghui Li, Eugenia Di Filippo
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Model tests on single batter piles subjected to lateral soil movement [PDF]
, 2019 A series of laboratory tests have been carried out to investigate the lateral response of battered piles under lateral soil movement. Model tests were carried out using instrumented rigid aluminium piles.
Al-Salih, O +3 more
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Modulus and stiffness of laterally loaded single free headed pile in stratified soil
Journal of Materials and Engineering Structures, 2023 Laterally loaded piles gained its attention when structures like transform towers, offshore structures etc., met huge horizontal loads. Initially, to study the behaviour of laterally loaded piles, homogeneous soil is assumed; whereas in reality the soil ...
S.V. SIVAPRIYA, M. MUTTHARAM, R. SIVARAJ
doaj
Behavior of CFA and H-section steel piles in lateral loading: experimental and numerical analysis
Revista IBRACON de Estruturas e Materiais, 2021 : The behavior of continuous flight auger (CFA) piles and steel H-section piles to lateral loading is investigated using numerical analyses supported by field tests. A three-dimensional finite element numerical model to lateral load is presented.
Alex Micael Dantas de Sousa +3 more
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Numerical Study of Laterally Loaded Piles in Soft Clay Overlying Dense Sand
, 2021 This paper presents the results of three dimensional finite element analysis of laterally loaded pile groups of configuration 1×1, 2×1 and 3×1, embedded in two-layered soil consisting of soft clay at liquid limit overlying dense sand using Plaxis 3D ...
A. Kaur, Harvinder Singh, J. Jha
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