Results 31 to 40 of about 23,992 (349)

Nonlinear finite element Analysis of laterally loaded piles in Layered Soils

open access: yesElectronic 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
doaj   +1 more source

A Simplified Calculation Method for Cyclic Response of Laterally Loaded Piles Based on Strain Wedge Model in Soft Clay

open access: yesJournal of Marine Science and Engineering, 2022
This paper proposed a simplified calculation method to analyze the cyclic response of large-diameter single piles based on the modified strain wedge model.
Xin Liu   +6 more
semanticscholar   +1 more source

Horizontal Stiffness and Damping of Piles in Inhomogeneous Soil [PDF]

open access: yes, 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
core   +2 more sources

INVESTIGATION ON THE USE OF MICROPILES FOR SUBSTITUTION OF DEFECTED PILES BY THE FINITE ELEMENT METHOD

open access: yesJournal 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
doaj   +1 more source

Analytical solutions for laterally loaded step-tapered piles by state space method

open access: yesYantu 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
doaj   +1 more source

Behavior of CFA and H-section steel piles in lateral loading: experimental and numerical analysis

open access: yesRevista 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
doaj   +1 more source

Nonlinear Finite Element Analysis of Laterally Loaded Piles in Cohesive Sediments [PDF]

open access: yesEngineering and Technology Journal, 2010
Laterally loaded single piles are usually analyzed by methods deriveddirectly from the classical beam on elastic foundation or Winkler soil model. Soilstrength is characterized using modulus of sub-grade reaction.Early solutions that employed Winkler’s ...
Tahsin M. Toma
doaj   +1 more source

Monotonic and cyclic lateral load tests on driven piles in chalk [PDF]

open access: yes, 2017
This paper describes the results of a pile-testing campaign on open-ended tubular steel instrumented piles driven into the Chalk formation in the UK. The testing campaign comprised the performance of both monotonic and one-way cyclic lateral load tests,
Carey, John   +2 more
core   +2 more sources

Modulus and stiffness of laterally loaded single free headed pile in stratified soil

open access: yesJournal 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  

Numerical Study of Laterally Loaded Piles in Soft Clay Overlying Dense Sand

open access: yes, 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
semanticscholar   +1 more source

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