THE INFLUENCE OF SAND's GRADATION AND CLAY CONTENT OF DIRECT SHEART TEST ON CLAYEY SAND

Quality in Research: International Symposium on Materials, Metallurgy, and Chemical Engineering

材料科学;冶金学;化学工业

Wibisono, Gunawan^1 ; Nugroho, Soewignjo Agus^1 ; Umam, Khairul^1

Civil Eng. Department, Engineering Faculty, University of Riau, Pekanbaru, Indonesia^1

关键词: Clay fractions;    Coefficient of uniformity;    Direct shear test;    Gradation;    Grading coefficient;    Internal angle of frictions;    Overburden pressures;    Surcharge load;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/316/1/012038/pdf
DOI  :  10.1088/1757-899X/316/1/012038

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

The shear strength of clayey-sand can be affected by several factors, e.g. gradation, density, moisture content, and the percentage of clay and sand fraction. The same percentage of clay and sand fraction in clayey-sand mixtures may have different shear strengths due to those factors. This research aims to study the effect of clay content on sand that cause the change of its shear strength. Samples consisted of different clay and sand fractions were reconstituted at a certain moisture content. Sand fractions varied from well-graded to poorly-graded sand. Shear strength was measured in terms of the direct shear test. Prior to the test, surcharge loads were applied to represent overburden pressures. Shear strength results and their components (i.e. Cohesion and internal angle of friction) were correlated with physical properties of samples (i.e. grading coefficient of curvature, coefficient of uniformity, and density). Results showed that samples classified as well-graded and dense sand had higher shear strength. In the other hand, the shear strengths decreased when the mixtures became poorly-graded and less dense. The inclusion of the clay fraction increased cohesion component and decreased internal angle of friction.