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- W2893643527 abstract "This study investigates the lateral behavior of pile foundations socketed into bedrocks using 3D finite difference analysis. The lateral load-displacement curve, pile deflection, and bending moment distribution were obtained for different bedrock depths between 3 and 20 m. It was discovered that bedrocks that have a depth of 7 m (7 D ) or less influence the lateral behavior of the pile. The p - y curves were collected at depths of 2.0–4.5 m, and the effect of the bedrock on the curves was evaluated. It was observed that the p - y curves were significantly affected by the material properties of the bedrock if the rock is located in close proximity (within 3D), but the effect is diminished if the p - y curves were 3.5 m (3.5 D ) or farther from the bedrock." @default.
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- W2893643527 date "2018-09-26" @default.
- W2893643527 modified "2023-10-16" @default.
- W2893643527 title "Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth" @default.
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- W2893643527 doi "https://doi.org/10.1155/2018/5493579" @default.
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