Effect of dilatancy on tension response of completely rough piles embedded in granular soils
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference49 articles.
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4. Experimental investigations of end bearing anchors under uplift load using transparent soil and numerical simulation;Chen;Arabian J. Sci. Eng.,2020
5. Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model;Cheng;European Journal of Environmental and Civil Engineering,2018
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