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Title: :  INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL
PaperId: :  2296
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 2 Issue 3 2016
DUI:    16.0415/IJARIIE-2296
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
GANDHI AKSHAYL D College of Engineering
Prof P.J.MehtaL D College of Engineering

Abstract

Geotechnical Engineering
sand, relative density, particle size gradation, DST
The wide range of particle shapes and size distribution of sand, by virtue of its sedimentological process of formation plays a significant role in engineering behaviour when used as fill material or foundation material. The relative density of a granular cohesionless soil indicates its degree of compaction. Shear strength parameters increases as we go from lower to higher relative density. The research work includes a series of direct shear tests for performed on granular soils consisting of sand with different particle gradations (i.e. C-M,C-M-F,M-F) and different relative densities (i.e. 30%, 45%, 60%, 75%, 90%) reconstituted in laboratory. Direct shear testing was performed on all gradations for different relative density to determine the angle of internal friction under normal stresses of 50 kN/m2, 100 kN/m2, 150 kN/m2, and 200kN/m2. The direct shear testing showed that as the particle size within the sample increased, the angle of internal friction also increased.

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IJARIIE GANDHI AKSHAY, and Prof P.J.Mehta. "INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL" International Journal Of Advance Research And Innovative Ideas In Education Volume 2 Issue 3 2016 Page 869-878
MLA GANDHI AKSHAY, and Prof P.J.Mehta. "INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL." International Journal Of Advance Research And Innovative Ideas In Education 2.3(2016) : 869-878.
APA GANDHI AKSHAY, & Prof P.J.Mehta. (2016). INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL. International Journal Of Advance Research And Innovative Ideas In Education, 2(3), 869-878.
Chicago GANDHI AKSHAY, and Prof P.J.Mehta. "INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL." International Journal Of Advance Research And Innovative Ideas In Education 2, no. 3 (2016) : 869-878.
Oxford GANDHI AKSHAY, and Prof P.J.Mehta. 'INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL', International Journal Of Advance Research And Innovative Ideas In Education, vol. 2, no. 3, 2016, p. 869-878. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/INFLUENCE_OF_PARTICLE_SIZE_GRADATION_AND_RELATIVE_DENSITY_ON_SHEAR_PARAMETERS_FOR_COHESIONLESS_SOIL_ijariie2296.pdf (Accessed : ).
Harvard GANDHI AKSHAY, and Prof P.J.Mehta. (2016) 'INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL', International Journal Of Advance Research And Innovative Ideas In Education, 2(3), pp. 869-878IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/INFLUENCE_OF_PARTICLE_SIZE_GRADATION_AND_RELATIVE_DENSITY_ON_SHEAR_PARAMETERS_FOR_COHESIONLESS_SOIL_ijariie2296.pdf (Accessed : )
IEEE GANDHI AKSHAY, and Prof P.J.Mehta, "INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL," International Journal Of Advance Research And Innovative Ideas In Education, vol. 2, no. 3, pp. 869-878, May-Jun 2016. [Online]. Available: https://ijariie.com/AdminUploadPdf/INFLUENCE_OF_PARTICLE_SIZE_GRADATION_AND_RELATIVE_DENSITY_ON_SHEAR_PARAMETERS_FOR_COHESIONLESS_SOIL_ijariie2296.pdf [Accessed : ].
Turabian GANDHI AKSHAY, and Prof P.J.Mehta. "INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 2 number 3 ().
Vancouver GANDHI AKSHAY, and Prof P.J.Mehta. INFLUENCE OF PARTICLE SIZE GRADATION AND RELATIVE DENSITY ON SHEAR PARAMETERS FOR COHESIONLESS SOIL. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2016 [Cited : ]; 2(3) : 869-878. Available from: https://ijariie.com/AdminUploadPdf/INFLUENCE_OF_PARTICLE_SIZE_GRADATION_AND_RELATIVE_DENSITY_ON_SHEAR_PARAMETERS_FOR_COHESIONLESS_SOIL_ijariie2296.pdf
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