Undrained Cyclic Strength of Gravelly Soil and Its Evaluation by Penetration Resistance and Shear Modulus
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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15 صفحه اولShear Strength of Soil
One of the most important and the most controversial engineering properties of soil is its shear strength or ability to resist sliding along internal surfaces within a mass. The stability of a cut, the slope of an earth dam, the foundations of structures, the natural slopes of hillsides and other structures built on soil depend upon the shearing resistance offered by the soil along the probable...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 1992
ISSN: 0038-0806
DOI: 10.3208/sandf1972.32.4_128