Results 261 to 270 of about 23,992 (349)

Laterally loaded pile behavior

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1982
An analysis of laterally loaded piles is presented in which the pile is treated as an elastic beam supported on non-linear, shear coupled, horizontal springs. The edge forces which act along the pile length are also taken into account and prove to be of significant importance to the pile behaviour. The characteristics of the axial springs and the shear
Michael Georgiadis, Roy Butterfield
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Laterally loaded piles [PDF]

, 1981
Guđmundsdottir, Brynja.
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Laterally Loaded Piles With Bulge

Journal of Offshore Mechanics and Arctic Engineering, 2007
This paper contains several investigations on the behavior of bulged piles. Bulge means the application of vertical steel plates somewhere near the ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of such bulge.
Grabe, Jürgen, Dührkop, Jan
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Laterally Loaded Piles: Program Documentation

Journal of the Geotechnical Engineering Division, 1977
The documentation is presented for the computer program COM622, which solves for the deflection and bending moment of a pile under lateral loading as a function of depth. The calculations are performed on a finite difference model of the pile, and the soil is represented by a series of nonlinear curves of force per unit length versus deflection.
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Limiting Force Profile for Laterally Loaded Piles in Undrained Clay

, 2021
This paper investigates the limiting force profile (LFP) for laterally loaded piles embedded in undrained clay.
Ruping Luo, B. Zhu, Zhongxuan Yang
semanticscholar   +1 more source

Effect of Raker Piles in Lateral Load Capacity of Laterally Loaded Pile Group

Soil Behavior and Geomechanics, 2014
Lateral load tests were performed on a raker pile group to determine the lateral load capacity. The behaviour of a pile group subjected to lateral load was studied through laboratory experiments with aluminum pipe pile with outer diameter of 25.4 mm and thickness of 1 mm. In this experimental study, clean river sand was used as a soil medium.
K. Muthukkumaran, B. Aravind Kumar
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A bounding-surface based cyclic ‘p-y+M-θ’ model for unified description of laterally loaded piles with different failure modes in clay

Canadian geotechnical journal (Print)
The increasing turbine sizes have necessitated monopiles in soft clay to have larger diameter and rigidity, from early design of flexible piles to recent semi-rigid piles, with future anticipating rigid piles.
Yi Hong, Xuanyu Chen, Li-zhong Wang, Lilin Wang, B. He   +4 more
semanticscholar   +1 more source

Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground

, 2021
Research performed on pile foundations installed over sloping ground has consistently reported a reduction in the lateral load capacity.
Nandhagopal Raja, K. Muthukkumaran
semanticscholar   +1 more source

Laterally Loaded Pile Design

Journal of the Geotechnical Engineering Division, 1981
A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The three loading conditions of a lateral load or applied moment on a free-end pile and a lateral load applied to a fixed-end pile are analyzed for a range of soil ...
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Modeling laterally loaded piles

Pollack Periodica, 2013
Single row pile groups are gaining popularity as foundation system for both buildings and bridges. They are a reasonable and economical solutions for structures with low vertical loads e.g. bridge abutments. The lateral resistance of a pile group is the result of contact pressure between the individual pile shafts and the soil. When designing this kind
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