Research Article
Jun 1980
Time-Dependent Deformation Behavior of Clays
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 6
Abstract
A constitutive model for the time-dependent behavior of cohesive soil has been developed by unifying existing phenomenological models for the behavior of cohesive soils under specific boundary conditions. It is composed of separate, but not independent, volumetric and deviatoric components. Each model component is assumed to consist of time-independent and time-dependent contributions. The model has been shown to work well for the prediction of deformation and time-independent pore pressures in laboratory tests using remolded San Francisco bay mud. Although prediction of time-dependent pore pressure development was poor, the otherwise good results warrant further study and application of the approach.
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Published In
Journal of the Geotechnical Engineering Division
Volume 106 • Issue 6 • June 1980
Pages: 611 - 630
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© 1980 American Society of Civil Engineers.
History
Published in print: Jun 1980
Published online: Feb 11, 2021
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Edward Kavazanjian Jr., AM.ASCE
Asst. Prof. of Civ. Engrg., Stanford Univ.; formerly, Research Asst., Univ. of California, Berkeley, Calif
James K. Mitchell, F.ASCE
Prof. and Chmn., Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif
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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.
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