Research Article
Sep 1976
Shear Strength of Soils and Cyclic Loading
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 9
Abstract
This paper describes the results of undrained triaxial tests on undisturbed samples of three soils: (1)A slightly clayey silt; (2)a silty clay; and (3)a sand. The static undrained loading tests to failure were performed after various numbers of cycles of undrained cyclic loading as well as with no previous cyclic loading. No drainage was allowed between undrained cyclic loading and the undrained monotonic shearing. The ultimate undrained shear strength was essentially independent of the previous cyclic loading, but it did correlate well with the void ratio. The modulus of deformation was greatly reduced by the cyclic loading. Therefore, the major effect of undrained cyclic loading on the subsequent undrained behavior is to increase the strains while the available ultimate strength is largely unchanged.
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Information
Published In
Journal of the Geotechnical Engineering Division
Volume 102 • Issue 9 • September 1976
Pages: 887 - 894
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Sep 1976
Published online: Feb 11, 2021
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Authors
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Gonzalo Castro
Principal; Geotechnical Engrs. Inc., Winchester, Mass
John T. Christian, M.ASCE
Consultant; Geotechnical Div., Stone & Webster Engrg. Corp., Boston, Mass
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.