Results 21 to 30 of about 455 (261)

Reduction Factors for Laterally Loaded Pile Groups Accounting for Pile Cross Sections and Soil Properties [PDF]

open access: yesCivil 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
doaj   +1 more source

Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill

open access: yesApplied Sciences, 2020
Engineers are often concerned with the capability of a particular mathematical model to simulate a real-scale phenomenon. Model uncertainty is a relevant issue in order to assess the safety factor of a particular structure.
Manuel Bueno Aguado   +2 more
doaj   +1 more source

Enhancement of The Behaviour of Laterally Loaded Vertical Piles Embedded in Clayey Soil [PDF]

open access: yesJournal of Engineering Research - Egypt, 2019
One of the most important problems is the construction on a soft clay soil, which extends over many areas in Egypt, Construction on a soft clay soil requires the use of deep foundations.
Marwan Shahin   +3 more
doaj   +1 more source

Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response

open access: yesThe 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
doaj   +1 more source

Static Design for Laterally Loaded Rigid Monopiles in Cohesive Soil

open access: yesJournal of Marine Science and Engineering, 2023
Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore
Ruping Luo   +4 more
doaj   +1 more source

Nonlinear solutions of lateral response for piles under axial and lateral load embedded in layered soils

open access: yes地质科技通报, 2021
Most of the previous studies were based on the linearly elastic or linearly elastic-plastic horizontal load transfer model for the laterally loaded piles undergoing axial load.In order to improve the calculation and design accuracy of axially and ...
Kangyu Xing   +5 more
doaj   +1 more source

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  

Centrifuge test on single pile with different rigidities in saturated clay under cyclic lateral loading

open access: yesYantu gongcheng xuebao, 2021
The centrifuge tests are carried out to investigate the static and cyclic lateral bearing behaviors of single pile with different pile-soil relative rigidities in normal consolidated clay.
LI Sen 1, 3, 4, YU Jian 1, 2, HUANG Mao-song 1, 2,
doaj   +1 more source

p–y curve of laterally loaded batter piles considering effect of uplift loads

open access: yesYantu gongcheng xuebao, 2020
A series of model tests on a single pile are conducted under combined loading. Based on the load-displacement curves of pile head and strains of pile body obtained from model tests, the lateral soil resistance and the corresponding lateral displacement ...
CAO Wei-ping 1, 2, WU Qi-xing 1, XIA Bing 1, 3, ZHANG Wei-wei 1
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

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