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Modeling laterally loaded piles
Pollack Periodica, 2013Single 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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Behaviour of laterally loaded pile
2018Monopiles 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. +3 more
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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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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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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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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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Load transfer approach for laterally loaded piles
International Journal for Numerical and Analytical Methods in Geomechanics, 2001AbstractA 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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Lateral pile response to monotonie pile head loading
Canadian Geotechnical Journal, 1992This 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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Laterally loaded piles in permafrost
Canadian Geotechnical Journal, 1984A 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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Estimating Laterally Loaded Pile Response
Malaysian Journal of Civil Engineering, 2018A simplified and practical approach for estimating the laterally loadedpiles in an elastic homogeneous soil is presented. The formulation of theapproach is similar to the conventional subgrade reaction theory but theresponse of the soil mass is evaluated by a semi-analytical solution that isrelated to the actual soil properties and the pile geometry ...
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Lateral Load Behavior of Jetted Piles
Geotechnical Testing Journal, 2000Abstract Water jetting can be utilized as an effective aid to impact pile driving when hard strata are encountered above the designated tip elevation. When jetting, the immediate neighborhood of the pile is first liquefied due to high pore pressure induced by the water jet and subsequently densified with its dissipation. In addition, the
RA Hameed +4 more
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Pile Response To Dynamic Lateral Loading
Offshore Technology Conference, 1978ABSTRACT An approximate method is proposed for the analysis of a pile under low or high-amplitude dynamic lateral loading applied at the pile head. The soil-pile system is modeled by the vibrations of a beam on elastic half- space.
Sam T. Hwong +2 more
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