Estimation of undrained shear strength of fine grained soils from cone penetration resistance
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: International Journal of Geo-Engineering
سال: 2017
ISSN: 2092-9196,2198-2783
DOI: 10.1186/s40703-017-0046-y