Results 161 to 170 of about 8,722 (207)

Design of Laterally Loaded Piles

Journal of the Soil Mechanics and Foundations Division, 1965
Methods 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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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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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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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, 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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Offshore Experience with Laterally Loaded Piles

1993
The soil reaction for laterally loaded piles is generally determined by the methods described in API Recommended Practice 2A. The number of offshore platforms currently installed worldwide is testimony to the success of these methods. These design methods are based, for reasons of cost, on small diameter piles.
R. Martin, E. Burley
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Ultimate lateral load resistance of laterally loaded pile

2009
Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
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Analysis of laterally loaded pile

2021
V.A. Sawant, Sunita Kumari
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Laterally loaded pile groups

2023
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