Open Access Journal

ISSN : 2456-1290 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

Call For Paper : Vol 13, Issue 06, June 2026

Call for Paper

Volume 13, Issue 06, June 2026

Indexing

Reference :

    1. Bolton, M.D. (1986). "The Strength and Dilatancy of Sands" Geotechnique., Vol. 36, No.1, pp. 65–78.
    2. Dietz, M. S. (2000). "Developing a Holistic understanding of Interface friction using Sand within the Direct Shear apparatus." Ph.D. thesis, Univ. of Bristol, Bristol, U.K.
    3. Houlsby, G., (1991). “How the Dilatancy of Soils Affects their Behavior.” Invited Lecture, 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy.
    4.  IS-1498-1970, Reaffirmed (2002): “Classification and Identification of Soils for Engineering Purposes”, Bureau of Indian Standards, New Delhi.
    5. Jayant Kumar, K. V. S. B. Raju, and Arun Kumar, (2007) "Relationships between Rate of Dilation, Peak and Critical State Friction Angles", Indian Geotechnical Journal, 37(1), 2007, pp. 53-63
    6. K.V.S.B.Raju and Mohamed Shoaib Khan (2014). "The Effect of Grading on Strength and Dilatancy Parameters of Sands", Proceedings of Indian Geotechnical Conference IGC-2014, December 18-20, 2014, Kakinada, India
    7. Rowe, P. W. (1962). “The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact.” Proc. R. Soc. London, 269, 500–527.

    1. Bolton, M.D. (1986). "The Strength and Dilatancy of Sands" Geotechnique., Vol. 36, No.1, pp. 65–78.
    2. Dietz, M. S. (2000). "Developing a Holistic understanding of Interface friction using Sand within the Direct Shear apparatus." Ph.D. thesis, Univ. of Bristol, Bristol, U.K.
    3. Houlsby, G., (1991). “How the Dilatancy of Soils Affects their Behavior.” Invited Lecture, 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy.
    4.  IS-1498-1970, Reaffirmed (2002): “Classification and Identification of Soils for Engineering Purposes”, Bureau of Indian Standards, New Delhi.
    5. Jayant Kumar, K. V. S. B. Raju, and Arun Kumar, (2007) "Relationships between Rate of Dilation, Peak and Critical State Friction Angles", Indian Geotechnical Journal, 37(1), 2007, pp. 53-63
    6. K.V.S.B.Raju and Mohamed Shoaib Khan (2014). "The Effect of Grading on Strength and Dilatancy Parameters of Sands", Proceedings of Indian Geotechnical Conference IGC-2014, December 18-20, 2014, Kakinada, India
    7. Rowe, P. W. (1962). “The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact.” Proc. R. Soc. London, 269, 500–527.

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