EFFECT OF PARTICLE GRADATION AND RELATIVE DENSITY ON THE SHEAR STRENGTH OF COMPACTED SAND SOILS
. Das B.M, Principles of Geotechnical Engineering.
Cenage Learning, 2006.
. Hamidi, A., E. Azini and B. Masoudi, 2012. Impact
of gradation on the shear strength-dilation behavior
of well graded sand-gravel mixtures, Scientia Iranica, 19(3): 393-402.
. Ogbonnaya, I., S. Kyoji and F. Hiroshi, 2012. The effect of relative density and confining stress on shear properties of sand with varying grading,Geotechnical and Geological Engineering, 30(5): 1207-1229.
. Yasin, S.J.M. and A.M.M. Shafiullah, 2003. Effect
of particle characteristics on the strength and volume change behaviour of sand, Journal Of Civil Engineering, The Institute Of Engineers Bangladesh, 31(2).
. Sezer A., Selim A. and Goktepe B. A. (2011) “Relationship between shape characteristics and shear strength of sands” Soils and Foundations,Volume 51, No. 5, pp 857-871, Oct. 2011.
. Liu, C., J.B. Evett, 2005. Soils and Foundations, Pearson Printice-Hall.
. Kokusho, T., T. Hara and R. Hiraoka, 2004. Undrained shear strength of granular soils with different particle gradations, 13th World
Conference on Earthquake Engineering Vancouver, B.C., Paper No. 144. Wu 
. Patra, C. R., Civakurgan N. and Das B. M. (2010), “Relative density and median grain size correlation from laboratory compaction tests on granular soils”, Int. Journal of Geotechnical Engineering, Vol. 4, Issue 1, pp. 55-62.
. Wue T. H. (1957) “Relative density and shear strength of sands” ASCE J. Soil Mech. , Vol. 83, SM1, pp. 1161-1123.
. Esmat Z. A. K. and Fadhil A. I. (2016) “ Effect of
relative density on the matric suction and its contribution to shear strength of unsaturated sandy soils” Applied Research Journal, Vol. 2, Issue 4, pp.134-142.
. Hilf J. W., (1970) Foundation Engineering Handbook, 2nd Edition, Chapman and Hall, pp.249-316.
. BS 1377, 1990. Methods of Tests for Soils for Civil Engineering Purposes, BSI, London.
. ASTM Standard D-4253, Standard Method for Maximum Index Density and Unit weight of Soils using a Vibrating Table. ASTM International DOI:101520/D4253, 2006.
. ASTM Standard D-4254, Standard Method for Minimum Index Density and Calculation of Relative Density. ASTM International DOI:
. Farouk, L. Lamboj, J. Kos (2004) “Influence of Matric Suction on the Shear Strength Behaviour of Unsaturated Sand” Acta Polytechnica Vol. 44 No.4/2004
- There are currently no refbacks.