Results 11 to 20 of about 441,835 (294)
Pipelines and Laterally Loaded Piles in Elastoplastic Medium
Journal of Geotechnical Engineering, 1993 The uplift behavior of a shallow pipeline embedded in an elastoplastic medium is examined. An analytical solution for a beam on elastoplastic foundation is developed and a characteristic nondimensional load‐displacement and stress‐displacement relationship are presented.
Rajani, B. B., Morgenstern, N. R.
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Nonlinear response of laterally loaded piles and pile groups [PDF]
International Journal for Numerical and Analytical Methods in Geomechanics, 2008 AbstractIn spite of extensive studies on laterally loaded piles carried out over years, none of them offers an expedite approach as to gaining the nonlinear response and its associated depth of mobilization of limiting force along each pile in a group. To serve such a need, elastic–plastic solutions for free‐head, laterally loaded piles were developed ...
Guo, Wei Dong
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Analysis on Laterally Loaded Group Piles by Plaxis 3D Foundation [PDF]
ComTech, 2011 It has been known that a group pile lateral capacity is smaller than the sum of each pile capacity composing the group. A reduction factor, also known as efficiency factor, is required to determine the effective lateral capacity of group piles.
Sri Dewi, Gouw Tjie Liong
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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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