Results 251 to 260 of about 242,398 (310)

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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Load transfer approach for laterally loaded piles

International Journal for Numerical and Analytical Methods in Geomechanics, 2001
AbstractA two‐parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio, unreliable results may be obtained. In this paper, a new load transfer approach is developed to simulate the response of laterally loaded single piles ...
Guo, Wei Dong, Lee, F.
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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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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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