Results 11 to 20 of about 856,465 (267)

A Numerical Investigation to Determine the py Curves of Laterally Loaded Piles

open access: yesMathematics, 2021
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
doaj   +1 more source

Analysis of Internal Forces and Deformation for a Single Pile in Layered Soil Based on the p-y Curve Method

open access: yesApplied Sciences, 2023
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
doaj   +1 more source

Active P-Y Curves for Rigid Walls Supporting Granular Soil

open access: yes, 2023
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
openaire   +1 more source

Application of nonlinear soil resistance-pile lateral displacement curve based on Pasternak foundation model in foundation pit retaining piles

open access: yesRock and Soil Mechanics, 2022
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
doaj   +1 more source

Parametric Investigation of p-y Curves for Improving the Design of Large Diameter Monopiles for Offshore Renewable Energy Applications

open access: yesApplied Sciences
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
doaj   +1 more source

Kapasitas Momen Maksimum Pondasi Tiang Pendek Silindris Akibat Beban Lateral pada Tanah Lempung dengan Metode Kurva P-Y

open access: yesMedia Komunikasi Teknik Sipil, 2015
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
doaj   +1 more source

Investigation of p-y Behaviors of a Cyclic Laterally Loaded Pile in Saturated Silty Sand

open access: yesAdvances in Civil Engineering, 2022
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
doaj   +1 more source

A Simplified Calculation Method for Cyclic Response of Laterally Loaded Piles Based on Strain Wedge Model in Soft Clay

open access: yesJournal of Marine Science and Engineering, 2022
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
doaj   +1 more source

Deformation Analysis of Large Diameter Monopiles of Offshore Wind Turbines under Scour

open access: yesApplied Sciences, 2020
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
doaj   +1 more source

Study on the Dynamic Response Characteristics and p–y Curve of Straight and Inclined Pile Groups in Saturated Sands

open access: yesApplied Sciences, 2022
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

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