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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 ...
openaire   +1 more source

Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model

Ocean Engineering, 2023
Xun Zhang   +5 more
semanticscholar   +1 more source

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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Load–deflection analysis of laterally loaded piles in unsaturated soils

Acta Geotechnica, 2022
M. Ghazavi   +2 more
semanticscholar   +1 more source

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

Marine Georesources & Geotechnology, 2023
Irfan Jamil   +5 more
openaire   +1 more source

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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Inclusion of small-strain stiffness in monotonic p-y curves for laterally loaded piles in clay

Computers and geotechnics, 2022
Junlin Zhu   +4 more
semanticscholar   +1 more source

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