Research Article
Sep 1981
Anisotropic Strength of Cohesionless Sands
Author: Masanobu OdaAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 9
Abstract
Natural soil deposits are generally anisotropic as well as heterogeneous. In order to provide a guideline for estimating a reasonable strength parameter applicable to such complex soils, plane strain tests on uniform-anisotropic, uniform-pseudoisotropic, layered-anisotropic, and layered-pseudoisotropic samples have been performed. Anisotropic strength response, caused by the anisotropic distribution of contact normals, should be expected even in a uniform mass of spheres. It is always necessary to assume that sand is generally anisotropic. Tests on samples prepared by the plunging-tapping method are advisable for obtaining a reasonable estimate of the mean strength for anisotropic sands.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 9 • September 1981
Pages: 1219 - 1231
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Sep 1981
Published online: Feb 11, 2021
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Masanobu Oda
Visiting Scholar, Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.