Research Article
May 1978
Effect of Cyclic Loads on Undrained Strength of Two Marine Clays
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 5
Abstract
Specimens were first isotropically consolidated, then subjected to stress-controlled cyclic loading, and finally monotonically loaded to failure. Tests were conducted on normally consolidated specimens and overconsolidated specimens with an overconsolidation ratio of 4. Comparisons with the results of standard undrained triaxial compression tests indicate that cyclic loading prior to undrained shear causes a small reduction in undrained shear strength and a significant reduction in undrained modulus. Excess pore-water pressures generated by cyclic loading were also found to correlate well with the double amplitude strain induced by cyclic loading. A reduction in effective stress is associated with the excess pore pressures. The decrease in effective stress is largely responsible for the reduction in undrained shear strength after cyclic loading.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 5 • May 1978
Pages: 609 - 620
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: May 1978
Published online: Feb 11, 2021
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Authors
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Demetrious C. Koutsoftas, AM.ASCE
Sr. Engr., Dames & Moore, Cranford, N.J.
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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.