STIFFNESS OF TOYOURA SAND FROM DILATOMETER TESTS
A series of dilatometer test profiles were carried out in a calibration chamber on Toyoura sand using a standard blade and a special research dilatometer. Pluviated sand samples were prepared using various combinations of boundary conditions, relative density, and stress history. The research dilatometer probe consists of a standard blade modified internally to allow monitoring of the complete pressure-displacement soil response during a test. Precise performance of small unload-reload cycles can also be performed to evaluate elastic deformation properties. The pressure-displacement response during the expansion tests clearly shows the influence of stress history and density. The stiffnesses of the Toyoura sand from both dilatometers were also compared with that measured in laboratory monotonic shear tests and with various empirical relationships. The results suggest that the moduli measured from the unload-reload cycles during the research dilatometer tests reflect the elastic properties of the soil and can be correlated to results from resonant column tests and monotonic torsional shear tests. Modulus values measured with the standard dilatometer are more representative of an elastoplastic response.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Bellotti, R
- Benoit, J
- Fretti, C
- JAMIOLKOWSKI, M
- Publication Date: 1997-9
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 836-846
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Serial:
- Journal of Geotechnical and Geoenvironmental Engineering
- Volume: 123
- Issue Number: 9
- Publisher: American Society of Civil Engineers
- ISSN: 1090-0241
- Serial URL: http://ojps.aip.org/gto
Subject/Index Terms
- TRT Terms: Calibration; Dilatometers; Dislocation (Geology); Elastic deformation; Elasticity (Mechanics); Elastoplasticity; Pressure; Properties of materials; Repeated loads; Sand; Shear modulus; Shear tests; Soil mechanics; Soils; Stiffness; Strain (Mechanics)
- Uncontrolled Terms: Soil properties
- Old TRIS Terms: Soil behavior
- Subject Areas: Geotechnology; Highways; Materials; I42: Soil Mechanics;
Filing Info
- Accession Number: 00742132
- Record Type: Publication
- Contract Numbers: NA16CP-0220-01
- Files: TRIS
- Created Date: Oct 26 1997 12:00AM