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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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Fuzzy analysis of laterally-loaded pile in layered soil [PDF]
Vietnam Journal of Mechanics, 2014 A fuzzy finite-element method for analysis of laterally loaded pile in multi-layer soil with uncertain properties is presented. The finite-element formulation is established using a beam-on-two-parameter foundation model.
Pham Hoang Anh
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Cyclic Analysis of Laterally Loaded Pile Foundations [PDF]
, 1997 A three-dimensional numerical analysis, based on the indirect boundary element method, is developed to model the cyclic behaviour of laterally loaded pile foundations embedded in cohesive soils.
Lee, Yoke Poh
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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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EMBEDDED IN SANDY SOILS WITH CAVITIES
Journal of Engineering, 2007 A program of laboratory testing is carried out to study the performance of laterally loaded piles embedded in soil, which contains cavities. The testing apparatus is manufactured for carrying out the tests and a simple technique was used to simulate the
Mosa J. Al-Mosawe +2 more
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Advances in Civil Engineering, 2019 When a pile is placed near the slope, the lateral loading capacity of the pile decreases significantly due to the weakening effect of soil resistance near the slope.
Minghui Yang, Bo Deng, Yuhui Wang
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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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Advances in Materials Science and Engineering, 2020 The cracks are likely to initiate on a lateral loaded pile and would cause greater deflection at the pile head. However, there is a lack of thorough investigation into the effect of cracking on the response of the lateral loaded pile.
Zhijun Yang +4 more
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Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil
Applied Sciences, 2022 Scouring can reduce the strength and rigidity of the pile–soil system and become one of the major causes for the failure of the structure of the partially-embedded single pile.
Jianjun Ma +5 more
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The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System [PDF]
Engineering and Technology Journal, 2021 Mechanically Stabilized Earth Walls (MSE) were widely used in several essential infrastructures, such as the abutments on a bridge. The need for a support base of a shallow or a deep bridge increased in the MSE wall system.
Salah Hamza +2 more
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