Research Article
Jul 1978
Cone Resistance as Measure of Sand Strength
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VIEW THE REPLYAuthors: James K. Mitchell, F.ASCE, and Tom A. LunneAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 7
Abstract
Increased use of the static cone penetration test (CPT) [some research workers use the notation QCPT-quasistatic cone penetration test (11)] in soil investigations has resulted in a great demand for correlations between measured cone resistance and soil engineering properties.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 7 • July 1978
Pages: 995 - 1012
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jul 1978
Published online: Feb 11, 2021
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James K. Mitchell, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif
Tom A. Lunne
Civ. Engr., Norwegian Geotechnical Inst., Oslo, Norway
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