Results 281 to 290 of about 24,156 (348)
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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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Field experiments on laterally loaded piles for an offshore wind farm
, 2020Pile foundations are widely used to support offshore wind turbines due to their cost effectiveness and rapid constructions. Offshore piles must be designed with enough capacity to withstand overturning moments caused by wind turbines and other ...
Dongsheng Xu +3 more
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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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Influence of spudcan-pile interaction on laterally loaded piles
Ocean Engineering, 2019Abstract 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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Bounding-surface-based p-y model for laterally loaded piles in undrained clay
, 2020Pile foundations supporting long-span bridges, offshore platforms and offshore wind turbines often suffer from repeated lateral loads due to wind, waves and currents.
Jian Yu +5 more
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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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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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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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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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Design of Laterally Loaded Piles
Journal of the Soil Mechanics and Foundations Division, 1965Methods 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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