Assessment of accumulated lateral displacement of a flexible pile due to cyclic lateral loads in saturated sand
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering
Reference27 articles.
1. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009
2. 1 g model tests on the displacement accumulation of large-diameter piles under cyclic loading;Albiker;Geotech. Test. J.,2017
3. Applicability of the 1g similitude law to the physical modeling of soil-track interaction;Baek;J. Terramechanics,2019
4. Investigation of p-y behaviors of a cyclic laterally loaded pile in saturated silty sand;Baek;Adv. Civil Eng.,2022
5. Development of the cyclic p–y curve for a single pile in sandy soil;Baek;Marine Georesour. Geotechnol.,2018
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1. Time-dependent transient response of piles partially embedded in layered viscoelastic saturated cross-anisotropic soils using a fractional-order Merchant model;Applied Ocean Research;2023-12
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