Chapter
May 7, 2012
Determination of Elastic Parameters in the Lateral Stress Oedometer
Authors: L. F. Gareau, D. J. Ngan-Tillard, and A. SwartAuthor Affiliations
Publication: Site Characterization and Modeling
Abstract
Measurement of elastic parameters is a fundamental problem in soil mechanics. In cross-anisotropic soils, five independent elastic parameters are required to fully describe soil behaviour. It is possible to determine all of these parameters in oedometric testing conditions if lateral stresses are measured during vertical loading. The calculation requires that three tests be conducted on samples trimmed at different orientations. This article examines a new lateral stress oedometer and its practical application for the measurement of cross-anisotropic elasticity parameters for a laboratory prepared kaolinite. Results of a series of tests on one-dimensionally consolidated kaolin yielded values of modulus and Poisson's ratio that are consistent with published literature. The lateral stress oedometer is a robust and relatively inexpensive test for determination of elastic parameters over a wide range of loading conditions.
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Copyright
© 2005 American Society of Civil Engineers.
History
Published online: May 7, 2012
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ASCE Technical Topics:
- Anisotropy
- Continuum mechanics
- Deformation (mechanics)
- Elastic analysis
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Lateral stress
- Load tests
- Mathematics
- Parameters (statistics)
- Soil mechanics
- Soil properties
- Soil stress
- Solid mechanics
- Statistics
- Stress (by type)
- Structural analysis
- Structural engineering
- Structural mechanics
- Tests (by type)
Authors
Affiliations
L. F. Gareau
Technical University of Delft, Faculty of Civil Engineering and Geosciences, Department of Geotechnology, Mijnbouwstraat 120, 2625 RX, Delft, NL
D. J. Ngan-Tillard
Technical University of Delft, Faculty of Civil Engineering and Geosciences, Department of Geotechnology, Mijnbouwstraat 120, 2625 RX, Delft, NL
A. Swart
Technical University of Delft, Faculty of Civil Engineering and Geosciences, Department of Geotechnology, Mijnbouwstraat 120, 2625 RX, Delft, NL
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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.