Results 1 to 10 of about 23,992 (349)

An approach for 2D modelling of laterally loaded piles

Soils and Foundations, 2023
Despite a considerable progress in the analysis and design of monopiles, many methods are based on complex mathematical structures with doubtful or hard assumptions to verify.
M. Ochmański, D. Mašín, J. Duque
doaj   +2 more sources

Numerical study on the effect of pile shape and loading direction on the lateral response of displacement pile in sand [PDF]

Scientific Reports
Several finite element numerical simulations were conducted on laterally loaded piles in Geba sand to investigate how pile shape, loading direction, and pile length impact lateral load transfer curves and pile-soil interaction. The stress–strain behavior
Wei Liu, Hui Li, Xianjie Weng, Zengliang Wang, Qiunan Chen, Yong Lei, Xiangrong Li, Hui Xiang, Benzhe Yuan, Wei Hu, Xiaodi Xu, Yan Feng   +11 more
doaj   +2 more sources

Efficient analysis of cyclic laterally loaded piles

Results in Engineering, 2021
The analysis and design of piles subjected to lateral cyclic loads that induce significant plastic responses requires numerical models for the lateral soil resistance capable of representing the fundamental soil responses observed in such conditions.
W.O. McCarron
doaj   +2 more sources

Analyzing laterally loaded piles in multi-layered cohesive soils: a hybrid beam on nonlinear Winkler foundation approach with case studies and parametric study

Discover Civil Engineering
Pile foundations frequently encounter lateral loads originating from various hazards. These types of foundations are commonly utilized in structures like bridges, retaining walls, and high-rise buildings.
Mahmoud El Gendy
doaj   +2 more sources

Development of p-y Curves of Laterally Loaded Piles in Cohesionless Soil [PDF]

The Scientific World Journal, 2014
The research on damages of structures that are supported by deep foundations has been quite intensive in the past decade. Kinematic interaction in soil-pile interaction is evaluated based on the p-y curve approach. Existing p-y curves have considered the
Mahdy Khari, Khairul Anuar Kassim, Azlan Adnan   +2 more
doaj   +2 more sources

Nonlinear Predictive Framework of the Undrained Clay Slope Effect on the Initial Stiffness of p-y Curves of Laterally Loaded Piles by FEM

Journal of Marine Science and Engineering, 2022
The hyperbolic p-y curve method is commonly used to design laterally loaded piles, in which the initial stiffness is one of the two key parameters that need to be determined.
Li Pang, Chong Jiang, Lujie Chen
doaj   +2 more sources

The Impact of Scour on Laterally Loaded Piles Bored and Socketed in Marine Clay

Journal of Marine Science and Engineering, 2022
The majority of long-span bridges and offshore construction in deep water are supported by bored pile foundations. Pile foundations under water will be susceptible to scour, which will pose a significant danger to their safe operation.
Chentao Li, Yang Xiao, Jieqing Liu, Qingwei Lin, Taotao Zhang, Jiaming Liu   +5 more
doaj   +2 more sources

Optimising the embodied carbon of laterally loaded piles using a genetic algorithm and finite element simulation

Results in Engineering
With the need to cut embodied carbon from the construction industry, there has been a growing interest in optimising the design of different structural elements.
Kareem Abushama, Will Hawkins, Loizos Pelecanos, Tim Ibell   +3 more
doaj   +2 more sources

A Simplified Method for Analysis of Laterally Loaded Piles considering Cyclic Soil Degradation

Advances in Civil Engineering, 2021
This paper proposes a simplified method to analyze the bearing behavior of pile undergoing cyclic lateral load. Firstly, a modified strain model is proposed by utilizing the Duncan–Chang model to describe the stress-strain behavior of soils in the strain
Yuzhe Yang, Xiaodong Gao, Wenbing Wu, Kangyu Xing   +3 more
doaj   +2 more sources

A Numerical Investigation to Determine the p–y Curves of Laterally Loaded Piles

Mathematics, 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, Lianghui Li, Eugenia Di Filippo   +2 more
doaj   +2 more sources