Results 21 to 30 of about 8,722 (207)

Performance of laterally loaded piles considering soil and interface parameters [PDF]

open access: yes, 2014
© 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand.
Basack, S   +4 more
core   +1 more source

A Simplified Calculation Method for the Near-Slope Laterally Loaded Pile Based on a Passive Wedge Model

open access: yesAdvances in Civil Engineering, 2019
When a pile is placed near the slope, the lateral loading capacity of the pile decreases significantly due to the weakening effect of soil resistance near the slope.
Minghui Yang, Bo Deng, Yuhui Wang
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

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

Model tests on single batter piles subjected to lateral soil movement [PDF]

open access: yes, 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
core   +2 more sources

Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading

open access: yesAdvances in Civil Engineering, 2018
In this paper, a method is developed for nonlinear analysis of laterally loaded long-flexible pile near undrained clay slope. The ideal elastic-plastic p-y curve model is used as the basic calculation model to study the pile-soil interaction system.
Chong Jiang, Yu Li, Lin Liu, Hang Lin
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

Behavior of Laterally Loaded Pile Groups Adjacent to a Slope - A Numerical Study [PDF]

open access: yesJournal 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
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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