Results 11 to 20 of about 24,156 (348)
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
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Discover Civil EngineeringPile 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
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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
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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 +5 more
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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 +3 more
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Computers and geotechnics, 2023 This paper uses 3D numerical analyses to investigate the stress path experienced by soil elements around large diameter piles in sand subjected to monotonic drained lateral loading.
Xiaoyang Cheng +4 more
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Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
Geofluids, 2021 A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave
Chong Jiang, Xintai Li, Pan Liu, Li Pang
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Static and cyclic p-y curves for laterally loaded piles in soft clay
Yantu gongcheng xuebao, 2017 A pseudo-three-dimensional analysis method on static p-y curves of laterally loaded piles in soft clay is conducted. This method is based on the two-dimensional elastic fictitious loading upper bound limit analysis approach considering the stress-strain ...
HUANG Mao-song 1, 2, MA Hao 1, 2, LI Sen 1, 2, YU Jian 1, 2, ZHANG Chen-rong 1, 2
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Static Design for Laterally Loaded Rigid Monopiles in Cohesive Soil
Journal of Marine Science and Engineering, 2023 Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore
Ruping Luo +4 more
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Performance of laterally loaded piles considering soil and interface parameters [PDF]
, 2014 © 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand.
Basack, S +4 more
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