COMPRESSIBILITY OF UNSATURATED SWELLING CLAYS ON THE BASIS OF RHEOLOGICAL EXPERIMENTS
COMPRESSIBILITE DES ARGILES GONFLANTES NON SATUREES A PARTIR DES ESSAIS RHEOLOGIQUES
The expression for the modulus of compressibility has been established on the basis of rheological experiments in an oedometer that measured the swelling pressure and the vapor pressure of the adsorbed liquid phase of a swelling clay hydrated by water injections under different applied loads.
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Corporate Authors:
National Research Council of Canada
Research Journals
Ottawa, Ontario K1A 0R6, Canada -
Authors:
- Karalis, T K
- Publication Date: 1990-2
Language
- French
Media Info
- Features: Appendices; Figures; References;
- Pagination: p. 90-104
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Serial:
- CANADIAN GEOTECHNICAL JOURNAL
- Volume: 27
- Issue Number: 1
- Publisher: National Research Council of Canada
Subject/Index Terms
- TRT Terms: Clay; Compressibility; Instruments for measuring loads or pressure; Measurement; Oedometers; Pressure; Rheology; Studies; Swelling; Swelling soils; Unsaturated soils; Vapor pressure
- Uncontrolled Terms: Swell pressure
- Old TRIS Terms: Pressure measurement; Rheological studies
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00494488
- Record Type: Publication
- Files: TRIS
- Created Date: May 31 1990 12:00AM