Results 11 to 20 of about 856,465 (267)
A Numerical Investigation to Determine the p–y Curves of Laterally Loaded Piles
This paper focuses on a numerical approach to finding the p–y curves for laterally loaded piles. The Drucker–Prager plastic model is employed and implemented within a finite element MATLAB code.
Kexin Yin +2 more
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The p-y curve method can be used to describe the stress–strain relationship of soil under elastic, elastoplastic, and plastic states, and is more accurate than other methods in dealing with the nonlinearity of pile–soil interaction.
Limin Wei +3 more
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Active P-Y Curves for Rigid Walls Supporting Granular Soil
Abstract In the performance-based design of structures with basement floors, there is interest in quantifying the relationship between the lateral earth pressure and the wall displacement using p-y curves. This paper focuses on studying the development of active earth pressure behind rigid walls in the context of p-y curves.
Imad Elchiti, George Saad, Shadi Najjar
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As a direct retaining structure in the process of foundation pit excavation, the internal force and deformation of pile under horizontal load have great influence on the safety and economy of foundation pit engineering. In order to calculate the internal
ZHU Yan-peng +5 more
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This study establishes a direct and quantitative link between field-scale monopile behavior, three-dimensional finite element (FE) modeling, and practical p-y curve formulations for large-diameter offshore monopiles.
Fatma Dulger Canogullari +1 more
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For a certain structure, lateral loads are more dominant than vertical loads. A foundation with a lateral load is due to overturning force relying on good contact between the pile and the soil.
Utari Wessy Andriani, Ita Suhartatik
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Investigation of p-y Behaviors of a Cyclic Laterally Loaded Pile in Saturated Silty Sand
This study aimed to evaluate the p-y behavior of pile foundations installed in saturated silty sand subject to cyclic lateral loading. Model piles were installed in saturated silty sand with three relative densities (40%, 70%, 90%), and lateral loads of ...
Sung-Ha Baek, Joonyoung Kim
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This paper proposed a simplified calculation method to analyze the cyclic response of large-diameter single piles based on the modified strain wedge model.
Xin Liu +6 more
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Deformation Analysis of Large Diameter Monopiles of Offshore Wind Turbines under Scour
The displacement of monopile supporting offshore wind turbines needs to be strictly controlled, and the influence of local scour can not be ignored. Using p–y curves to simulate the pile–soil interaction and the finite difference method to calculate ...
Zhaoyao Wang +5 more
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This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li +4 more
doaj +1 more source

