Results 21 to 30 of about 455 (261)
Reduction Factors for Laterally Loaded Pile Groups Accounting for Pile Cross Sections and Soil Properties [PDF]
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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Model Uncertainty for Displacement Prediction for Laterally Loaded Piles on Granular Fill
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
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Enhancement of The Behaviour of Laterally Loaded Vertical Piles Embedded in Clayey Soil [PDF]
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
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Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response
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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Static Design for Laterally Loaded Rigid Monopiles in Cohesive Soil
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
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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
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Modulus and stiffness of laterally loaded single free headed pile in stratified soil
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
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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,
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p–y curve of laterally loaded batter piles considering effect of uplift loads
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
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Analytical solutions for laterally loaded step-tapered piles by state space method
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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