Chapter
May 7, 2012
Drained and Undrained Creep Characteristics of Loose Saturated Sand
Authors: T. Kiyota, F. Tatsuoka, and J. YamamuroAuthor Affiliations
Publication: Site Characterization and Modeling
Abstract
Drained and undrained creep characteristics of saturated loose fine sand were compared and interpreted based on the yielding and viscous properties under general stress conditions. The viscous properties were evaluated by performing specially designed triaxial compression (TC) and extension (TE) tests. To quantify the yield loci for shear and compression yielding mechanisms on the p'-q plane, various loading histories consisting of pre-shearing and pre-isotropic compression were applied. Different developing rates of creep strain during drained and undrained sustained loading were interpreted based on the double yielding concept, by which the yielding soil is explained by two types of yielding (shear and compression), while referring to the viscous properties formulated in a non-linear three-component rheology model.
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Information
Published In
Site Characterization and Modeling
Pages: 1 - 10
Copyright
© 2005 American Society of Civil Engineers.
History
Published online: May 7, 2012
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ASCE Technical Topics:
- Compression
- Continuum mechanics
- Creep
- Drainage
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Irrigation engineering
- Laboratory tests
- Materials characterization
- Materials engineering
- Rheology
- Saturated soils
- Soft soils
- Soil compression
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Solid mechanics
- Structural dynamics
- Tests (by type)
- Triaxial tests
- Water and water resources
Authors
Affiliations
T. Kiyota
Department of Civil Engineering, University of Tokyo, 7-3-5 Hongo Bunkyo-ku, Tokyo, Japan 113-8656
F. Tatsuoka
Department of Civil Engineering, Tokyo University of Science, 2641 Yamazaki, Noda-City, Chiba-Pref, Japan 278-8510
J. Yamamuro
Department of Civil and Environmental Engineering, University of Delaware, 360-A DuPont Hall, Newark, Delaware 19716
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