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- W2384393635 abstract "This paper makes experiment and study of shear strength parameter for the regional saturated cohesion soil(clay and silty clay) and the silty soil in Liaoning,gets regular acknowledgement of shear strength of the clayey soil in the area of Panjin City,and makes progress in evaluating the reliability of the soil.Taking indoor direct shear test,triaxial test and outdoor vane shear test,static cone penetration,the internal friction angle of clay is better than silty clay and silty soil;the relativity of cohesion C is worse than friction angle;the cohesion of clay is negative correlation;the internal friction angle of shear strength parameter and cohesion C in direct shear test(sharp shear) is higher than that in triaxial test.The empirical formula of no-drainage shear strength is fit to clay in area of Panjin City,Liaoning.The paper establishes the shear strength parameter relation between indoor direct shear test and triaxial test,vane shear test and static cone penetration test,thus it offers reference to appraising intensity of the clayey soil in the area of Panjin City for shear strength investigation afterwards." @default.
- W2384393635 created "2016-06-24" @default.
- W2384393635 creator A5091100947 @default.
- W2384393635 date "2007-01-01" @default.
- W2384393635 modified "2023-09-28" @default.
- W2384393635 title "The Experiment Stady of Shear Strength Parameter for the Regional Saturated Cohesion Soil and the Silty Soil in Liaoning——Taking Area of Panjin City for Instance" @default.
- W2384393635 hasPublicationYear "2007" @default.
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