Research Article
Jul 1974
New Rheological Model for Soil Behavior
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 7
Abstract
A new rheological model for soil behavior, which consists of a series of Bingham and Voigt models, was proposed from uniaxial creep test results. This model, which is called the visco-plastic-elastic model, may suffice to explain the state changes of soil based on state of water content and stress level. Three submodels, visco-elastic model, visco-plastic model, and viscous model, were consequently deduced from the original model basically by boundaries of critical stress and consistencies, i.e., visco-plastic limit and liquid limit. The creep and flow behaviors of these three models have been examined in relation to the general soil properties.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 7 • July 1974
Pages: 807 - 824
Copyright
© 1974 American Society of Civil Engineers.
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Published in print: Jul 1974
Published online: Feb 10, 2021
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Authors
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Fujiya Komamura
Assoc. Prof. of Erosion Control, Mie Univ., Kamihama-Cho, Tsu, Japan; formerly Research Assoc. in Civ. Engrg., Univ. of California, Berkeley, Calif
Rodney J. Huang, AM.ASCE
Staff Engr., Dames & Moore, Park Ridge, Ill.; formerly Asst. Research Engr., Geotech. Engrg., Univ. of California, Berkeley, Calif
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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.