Results 241 to 250 of about 441,835 (294)

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: 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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Behaviour of laterally loaded pile

2018
Monopiles have been by far the most common support structure for offshore turbines. They have always been an appropriate solution for complex site conditions. Design of monopiles is usually based on the use of nonlinear p-y curve. These curves are primordially based on the use of simple constitutive models for soil, such as Tresca criterion. Since soil
Ahayan, S., Cerfontaine, B., Collin, F., Kotronis, P.   +3 more
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Laterally Loaded Piles

1995
Although foundation piles usually have as their main purpose to carry axial loads, they may also be subject to lateral loads. This is especially the case for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter.
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Laterally loaded piles in permafrost

Canadian Geotechnical Journal, 1984
A theory for the design of laterally loaded piles in permafrost is presented. The approach is valid for icy soils or ice, where secondary creep displacements will be responsible for the majority of the soil strain under sustained load. Initially, the paper studies in some detail the response of a short, rigid pile embedded in a nonlinear viscous ...
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Lateral Pile-Loading Tests

Transactions of the American Society of Civil Engineers, 1937
Tests conducted at Lock and Dam No. 26, Alton, Ill., to determine the resistance under lateral loads of timber and concrete piles, driven in Mississippi River sand, are described in this paper.
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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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Influence of spudcan-pile interaction on laterally loaded piles

Ocean Engineering, 2019
Abstract Jack-up rigs are often operated near a permanent jacket platform for offshore gas and petroleum exploitation. A reduction in the lateral bearing capacity of adjacent platform piles could occur due to the disturbance of the soil around the footprint created by spudcan penetration and extraction.
Haiyang Zhang, Run Liu, Yu Yuan
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Design of Laterally Loaded Piles

Journal of the Soil Mechanics and Foundations Division, 1965
Methods are presented for the design of laterally loaded piles. These methods are based on the concepts that the deformations at working loads should not be excessive and that complete collapse of the pile group should not occur even under the most adverse conditions.
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Lateral pile response to monotonie pile head loading

Canadian Geotechnical Journal, 1992
This paper presents results from a series of model tests of single vertical piles subjected to lateral monotonic pile head loading. Model tests were carried out in sand under a simulated field stress condition using the hydraulic gradient similitude technique.
Li Yan, Peter M. Byrne
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