Results 251 to 260 of about 441,835 (294)

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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Piles’ load distribution in pile raft and pile group under lateral loading

Marine Georesources & Geotechnology, 2023
Irfan Jamil, Irshad Ahmad, Aqeel Ur Rehman, Mohammad Ilyas Siddiqi, Aqib Ahmed, Abdul Muiz Khan   +5 more
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Design of Laterally Loaded Piles

2013
Single piles such as signposts and lampposts and pile groups that support bridge piers and offshore construction operations are constantly subjected to significant natural lateral loads (such as wind loads and wave induced loads) (Figure 8.1). Lateral loads also can be introduced on piles due to artificial causes such as ship impacts.
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Behavior of Laterally Loaded Piles: II-Pile Groups

Journal of the Soil Mechanics and Foundations Division, 1971
An elastic analysis is presented for the horizontal displacement and rotation of a laterally loaded pile group and the distribution of horizontal forces within the group. The interaction between two identical equally loaded piles is analyzed first, and the increases in displacement and rotation of the piles, in relation to the single pile values, are ...
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Analysis of laterally loaded pile

2021
V.A. Sawant, Sunita Kumari
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Behavior of Laterally Loaded Piles: I-Single Piles

Journal of the Soil Mechanics and Foundations Division, 1971
An analysis is presented for the horizontal displacement and rotation of a vertical pile subjected to lateral loading and moment, and situated in an ideal elastic mass. Influence factors are presented for a wide range of pile flexibilities and length-to-diameter ratios, for both free-head and fixed-head piles.
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Behavior of Laterally Loaded Piles: III—Socketed Piles

Journal of the Soil Mechanics and Foundations Division, 1972
An analysis is made of the working-load behavior of a single laterally loaded pile, the tip of which is socketed into rock underlying the soil layer, for various combinations of boundary conditions at the head and top of the pile. It is shown that the displacement, rotation and moment in the pile are largely unaffected by socketing the tip unless the ...
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A Laterally Loaded Pile Database

Deep Foundations 2002, 2002
J. Brian Anderson, F. C. Townsend
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Laterally loaded piles in permafrost

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1985
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Study on combination of p-y models for laterally loaded pile in offshore wind farm

Ocean Engineering, 2022
Zechao Zhang
exaly