SPT-CPT CORRELATIONS
A method for estimating equivalent Standard Penetration Test (SPT) N-values from Cone Penetration Test (CPT) data has been presented accounting for variations in soil grain size and SPT energy input. A discussion is given regarding the problems associated with the SPT and how these relate to SPT-CPT correlations.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339410
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- ROBERTSON, P K
- Campanella, R G
- Wightman, A
- Publication Date: 1983-11
Media Info
- Features: Figures; References;
- Pagination: p. 1449-14
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Serial:
- Journal of Geotechnical Engineering
- Volume: 109
- Issue Number: 11
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9410
Subject/Index Terms
- TRT Terms: Cone penetrometers; Correlation analysis; Energy; Grain size (Geology); Soil mechanics; Soil penetration test; Soil types; Soils; Testing; Variables
- Uncontrolled Terms: Soil classification
- Old TRIS Terms: Variations
- Subject Areas: Data and Information Technology; Energy; Geotechnology; Highways; I42: Soil Mechanics;
Filing Info
- Accession Number: 00384792
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: May 30 1984 12:00AM