Cyclic p-y curve model of unidirectional loaded pile in sand considering the characteristic of friction in the strain wedge model
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference39 articles.
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4. Lateral loading of a pile in layered soil using the strain wedge model;Ashour;J. Geotech. Geoenviron. Eng.,1998
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