Interpretation of Empirical Cone Factors for Determining Undrained Strength
نویسندگان
چکیده
منابع مشابه
Undrained shear strength from cone penetration tests La resistance au cisaillement non drainee a partir des essais penetrometriques
SYNOPSIS Results of unconsolidated-undrained triaxial tests, field vane shear tests and cone penetration tests have been used to develop correlations between undrained shear strength and cone resistance for a soft to medium alluvial clay in the Lopez Canyon area of San Diego. When comparing uu triaxial results with cone resistance, the average cone factor was 11 with a standard deviation of 1.5...
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ژورنال
عنوان ژورنال: Journal of the Korea Academia-Industrial cooperation Society
سال: 2009
ISSN: 1975-4701
DOI: 10.5762/kais.2009.10.11.3296