Results 21 to 30 of about 441,835 (294)

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

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

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

Nonlinear solutions of lateral response for single pile under the combined action of axial and lateral loads [PDF]

open access: yesE3S Web of Conferences, 2020
For the study of the laterally loaded pile under axial load, most of the past research always confined the surrounding soil of pile in the linear elastic and elastic-plastic.
Xing Kangyu, Zhang Kaishui
doaj   +1 more source

A Continuum-Based Model for Analysis of Laterally Loaded Piles in Layered Soils [PDF]

open access: yes, 2009
An analysis is developed to calculate the response of laterally loaded piles in multilayered elastic media. The displacement fields in the analysis are taken to be the products of independent functions that vary in the vertical, radial and ...
Salgado, Rodrigo   +2 more
core   +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

Three dimensional modeling of laterally loaded pile groups resting in sand

open access: yesHBRC Journal, 2016
Many structures often carry lateral loads due to earth pressure, wind, earthquakes, wave action and ship impact. The accurate predictions of the load–displacement response of the pile group as well as the straining actions are needed for a safe and ...
Amr Farouk Elhakim   +2 more
doaj   +1 more source

An experimental investigation of cyclically, axially loaded piles in sand [PDF]

open access: yes, 1993
Bibliography: leaves 91-93.The research work involved the installation and cyclic load testing of large-scale pressure-grouted, instrumented piles in sand in the laboratory.
Cowburn, S J
core   +1 more source

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

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