Results 251 to 260 of about 521,360 (305)

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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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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Winkler load-transfer analysis for laterally loaded piles

Canadian Geotechnical Journal, 2016
The Winkler modulus for a vertical beam buried in elastic soil is reassessed for the problem of a horizontal loaded pile in the framework of linear elasticity. By matching the integral solution in elastic continuum and the expression with the elastic Winkler modulus, the subgrade modulus of an infinitely long pile embedded into elastic space is ...
Chenrong Zhang, Jian Yu, Maosong Huang
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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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Load-Deflection response of transversely isotropic piles under lateral loads

International Journal for Numerical and Analytical Methods in Geomechanics, 2000
Using Timoshenko beam theory, the authors analyse the load-deflection response of transversely isotropic piles under lateral loads. It is found that the deflection of pile, if the shear deformation effect is considered, is always larger than if it were neglected.
Han, J., Frost, J. D.
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Laterally Loaded Unreinforced Walls

1981
It is possible to distinguish two categories of wall in relation to lateral strength: firstly, wall panels, the resistance of which depend primarily on the flexural strength of brickwork and, secondly, those whose resistance depends on the action of in-plane forces« The first category of walls are those found in low-rise buildings and in the upper ...
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Design of Laterally Loaded Plating—Concentrated Loads

Journal of Ship Research, 1983
In the design of plating subject to lateral loading, the principal load effect to be considered is the amount of permanent set, that is, the maximum permanent deflection in the center of each panel of plating bounded by the stiffeners and the crossbeams. The present paper is complementary to a previous paper [1]2 which dealt with uniform pressure loads.
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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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Ultimate lateral load resistance of laterally loaded pile

2009
Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
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