Results 11 to 20 of about 455 (261)

A Simplified Method for Analysis of Laterally Loaded Piles considering Cyclic Soil Degradation

open access: yesAdvances in Civil Engineering, 2021
This paper proposes a simplified method to analyze the bearing behavior of pile undergoing cyclic lateral load. Firstly, a modified strain model is proposed by utilizing the Duncan–Chang model to describe the stress-strain behavior of soils in the strain
Yuzhe Yang   +3 more
doaj   +1 more source

EMBEDDED IN SANDY SOILS WITH CAVITIES

open access: yesJournal of Engineering, 2007
A program of laboratory testing is carried out to study the performance of laterally loaded piles embedded in soil, which contains cavities. The testing apparatus is manufactured for carrying out the tests and a simple technique was used to simulate the
Mosa J. Al-Mosawe   +2 more
doaj   +3 more sources

Laterally Loaded Piles in Layered Soil

open access: yesSoils and Foundations, 1987
ABSTRACT Laterally loaded circular elastic piles in layered soil are analysed by means of a rigorous elastic load transfer theory. In terms of effective stresses, the problem is decomposed into extended soil layers with elastic properties of the layered soil and a fictitious pile characterised by Young’s modulus of the real pile and the respective ...
Lee, S.L., Kog, Y.C., Karunaratne, G.P.
openaire   +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

Static and cyclic p-y curves for laterally loaded piles in soft clay

open access: yesYantu gongcheng xuebao, 2017
A pseudo-three-dimensional analysis method on static p-y curves of laterally loaded piles in soft clay is conducted. This method is based on the two-dimensional elastic fictitious loading upper bound limit analysis approach considering the stress-strain ...
HUANG Mao-song 1, 2, MA Hao 1, 2, LI Sen 1, 2, YU Jian 1, 2, ZHANG Chen-rong 1, 2
doaj   +1 more source

An Investigation into the Effect of Cracking on the Response of Drilled and Postgrouted Concrete Pipe Pile under Lateral Loading

open access: yesAdvances in Materials Science and Engineering, 2020
The cracks are likely to initiate on a lateral loaded pile and would cause greater deflection at the pile head. However, there is a lack of thorough investigation into the effect of cracking on the response of the lateral loaded pile.
Zhijun Yang   +4 more
doaj   +1 more source

Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil

open access: yesApplied Sciences, 2022
Scouring can reduce the strength and rigidity of the pile–soil system and become one of the major causes for the failure of the structure of the partially-embedded single pile.
Jianjun Ma   +5 more
doaj   +1 more source

The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System [PDF]

open access: yesEngineering and Technology Journal, 2021
Mechanically Stabilized Earth Walls (MSE) were widely used in several essential infrastructures, such as the abutments on a bridge. The need for a support base of a shallow or a deep bridge increased in the MSE wall system.
Salah Hamza   +2 more
doaj   +1 more source

Lateral Cyclic Loading of Sand-Installed Piles

open access: yesSoils and Foundations, 2007
The present study was conducted to examine the behaviour of instrumented flexible piles in dry sand under lateral cyclic loading using centrifuged models. Considering load service conditions, the influence of the number of cycles of their amplitude and of the soil density on the pile cap displacement and the maximum bending moment of the pile is ...
Rosquoet, Frédéric   +3 more
openaire   +3 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

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