Results 21 to 30 of about 383 (261)
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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The performance of laterally loaded piles in layered sandy soils under variable degree of saturation [PDF]
E3S Web of Conferences, 2023 This paper investigates the capacity of a single laterally loaded pile in single- and multi-layered sandy soils under dry, unsaturated and saturated conditions for a wide range of void ratios.
Hasan Ahmed, Hummadi Rizgar, Azeez Omed
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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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Simplified analysis of laterally loaded pile groups
Alexandria Engineering Journal, 2012 The response of laterally loaded pile groups is a complicated soil–structure interaction problem. Although fairly reliable methods are developed to predicate the lateral behavior of single piles, the lateral response of pile groups has attracted less ...
F.M. Abdrabbo, K.E. Gaaver
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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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PERFORMANCE OF LATERALLY LOADED MODEL FINNED PILES IN CLAY SOIL [PDF]
Journal of Engineering Research - Egypt, 2018 Finned piles are a novel pilling technique which is used as a foundation for many structures such as: transmission towers, bridge abutments, ocean engineering structures, marine dolphins, dock-fendering systems and moorings that subjected predominantly ...
Mohamed Sakr, Wasiem Azzam, Moataz Wahba
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Laterally loaded helical piles in sand
Alexandria Engineering Journal, 2016 Helical piles are widely used in engineering applications providing stability against compression, tension, and horizontal loads. Although the use of helical piles is increasing, the proper design and the effect of helices parameter on the ultimate load ...
F.M. Abdrabbo, A.Z. El Wakil
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Laterally Loaded Piles in Layered Soil
Soils and Foundations, 1987 ABSTRACT Laterally loaded circular elastic piles in layered soil are analysed by means of a rigorous elastic load transfer theory. In terms of effective stresses, the problem is decomposed into extended soil layers with elastic properties of the layered soil and a fictitious pile characterised by Young’s modulus of the real pile and the respective ...
Lee, S.L., Kog, Y.C., Karunaratne, G.P.
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p–y curve of laterally loaded batter piles considering effect of uplift loads
Yantu gongcheng xuebao, 2020 A series of model tests on a single pile are conducted under combined loading. Based on the load-displacement curves of pile head and strains of pile body obtained from model tests, the lateral soil resistance and the corresponding lateral displacement ...
CAO Wei-ping 1, 2, WU Qi-xing 1, XIA Bing 1, 3, ZHANG Wei-wei 1
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