Research Article
May 1981
Soil Failure Modes in Undrained Cyclic Loading
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 5
Abstract
The failure modes of saturated sand in undrained cyclic loading are explored. A typical soil element subject to dynamic load exists initially under a nonhydrostatic state of stress. Anisotropically-consolidated samples in triaxial tests with a superimposed cyclic deviator stress represent such elements, except for the rotation of principal stress directions during cycling. The response of these samples depends on the degree of anisotropy and whether shear stress reversal occurs. For isotropically-consolidated undrained tests on saturated sand samples, the pore pressure increases with each cycle, thus decreasing the effective confining stress. The axial cyclic strain also increases as the effective stresses approach the failure state. However, the static axial strain should remain close to zero. For anisotropically-consolidated undrained tests with no shear stress reversal, the pore pressure generally, but not always, increases. In this case, the static axial strain will increase with each cycle, and the cyclic strain will remain smaller than the static strain.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 5 • May 1981
Pages: 539 - 551
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 11, 2021
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Authors
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Ernest T. Selig, M.ASCE
Prof. of Civ. Engrg., Univ. of Massachusetts, Amherst, Mass. 01003
Ching S. Chang, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Massachusetts, Amherst, Mass. 01003
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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.