Chapter
Apr 26, 2012
Stress-Strain Behavior of and Hyperbolic Parameters for Structured/Cemented Silts
Authors: Timothy D. Stark [email protected], Robert M. Ebeling, and Kenneth R. DalyAuthor Affiliations
Publication: Advances in Unsaturated Geotechnics
Abstract
Isotropically consolidated-drained triaxial compression tests were performed on undisturbed structured/cemented silt to gain a better understanding of the shear behavior of and hyperbolic stress-strain parameters for this material. The results show that the hyperbolic stress-strain parameters for the structured/cemented silt are anisotropic and differ significantly from the hyperbolic parameters developed for silt reconstituted at the field total unit weight and water. As the confining pressure in a triaxial compression test approaches the preconsolidation pressure, the effects of the structure/cementation are reduced due to bond breakage, and the structured/cemented silt exhibits a stress-strain behavior similar to that of reconstituted silt.
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© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Consolidated soils
- Engineering fundamentals
- Geomechanics
- Geotechnical engineering
- Mathematics
- Parameters (statistics)
- Silt
- Soil compression
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Statistics
- Stress (by type)
- Stress strain relations
- Structural analysis
- Structural behavior
- Structural engineering
Authors
Affiliations
M.ASCE
Professor of Civil Engineering, University of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801, 217/333-7394. E-mail: [email protected]
Robert M. Ebeling
M.ASCE
Research Civil Engineer, U.S. Army Engineer Waterways Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS, 39180-6199
Kenneth R. Daly
A.M.ASCE
Senior Staff Engineer, GeoSyntec Consultants, Huntington Beach, CA 92648
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