ASTM. 2007. ASTM D422-63: Standard Test Method for Particle-Size Analysis of Soils.
Designation, A. S. T. M. D 4253-2000. Standard Test Methods for the Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
Designation, A. S. T. M. D 4254-2000. Standard Test Methods for the Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
Georgiannou, V., Hight, D., and Burland, J., 1991. Behaviour of clayey sands under undrained cyclic triaxial loading. Géotechnique, 41(3): 383-393.
Kenny, T., 1977. Residual strength of mineral mixtures. Proceedings 9th International Conference on Soil Mechanics. Vol (1) :155-160.
Koester, J. P., 1994. The influence of fines type and content on cyclic strength. In Ground failures under seismic conditions, ASCE. 17-33.
Kuerbis, R., Negussey, D., and Vaid, Y. P., 1988. Effect of gradation and fines content on the undrained response of sand. Geotechnical special publication, (21): 330-345.
Lade, P.V., Liggio, C., and Yamamuro, J.A., 1998. Effects of non-plastic fines on minimum and maximum void ratios of sand. Geotechnical testing journal, 21: 336-347.
Mitchell, J. K., and Soga, K., 2005. Fundamentals of soil behavior Vol (3). New York: John Wiley & Sons.
Monkul, M.M., and Ozden, G., 2007. Compressional behavior of clayey sand and transition fines content. Engineering Geology, 89(3-4):195-205.
Ng, C. W. W., and Menzies, B., 2014. Advanced unsaturated soil mechanics and engineering. CRC Press.
Ni, Q., Tan, T. S., Dasari, G. R., and Hight, D. W., 2004. Contribution of fines to the compressive strength of mixed soils. Géotechnique, 54(9): 561-569.
Noda, S., and Hyodo, M., 2013. Effects of fines content on cyclic shear characteristics of sand–clay mixtures. In Proceedings of the Eighteenth International Soil Mechanics and Geotechnical Engineering Conference. 1551-1554.
Novais-Ferreira, H., 1971. The clay content and the shear strength in sand clay mixtures. In Soil Mech & Fdn Eng Proc/South Africa/ Vol (1).
Polito, C.P., 1999. The effects of non-plastic and plastic fines on the liquefaction of sandy soils. Ph.D. Dissertation, Virginia Polytechnic Institute and State University.
Polito, C. P., and Martin II, J. R., 2001. Effects of nonplastic fines on the liquefaction resistance of sands. Journal of Geotechnical and Geoenvironmental Engineering, 127(5): 408-415.
Porcino, D. D., and Diano, V., 2017. The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures. Soil Dynamics and Earthquake Engineering, 101: 311-321.
Zhiqing, L. I., Tao, L. I., Ruilin, H. U., Xiong, L. I., and Zhuangju, L. I., 2007. Methods for testing and predicting of SWCC in unsaturated soil mechanics. Journal of engineering geology, 15(5): 700-707.
Salgado, R., Bandini, P., and Karim, A., 2000. Shear strength and stiffness of silty sand. Journal of Geotechnical and Geoenvironmental Engineering, 126(5): 451-462.
Singh, S., 1996. Liquefaction characteristics of silts. Geotechnical & Geological Engineering, 14(1): 1-19.
Skempton, A. W., 1985. Residual strength of clays in landslides, folded strata and the laboratory. Geotechnique, 35(1): 3-18.
Thevanayagam, S., 2000. Liquefaction potential and undrained fragility of silty soils. In proceedings of the 12th world conference earthquake engineering. New Zealand Society of Earthquake Engineering, Wellington, New Zealand.
Thevanayagam, S., Shenthan, T., Mohan, S., and Liang, J., 2002. Undrained fragility of clean sands, silty sands, and sandy silts. Journal of geotechnical and geoenvironmental engineering, 128(10): 849-859.
Thevanayagam, S., Fiorillo, M., and Liang, J., 2000. Effect of non-plastic fines on undrained cyclic strength of silty sands. In Soil Dynamics and Liquefaction. 77-91.
Thian, S. Y., and Lee, C. Y., 2011. Undrained response of mining sand with fines contents. International Journal of Civil & Structural Engineering, 1(4): 844-851.
Vallejo, L. E., and Mawby, R., 2000. Porosity influence on the shear strength of granular material–clay mixtures. Engineering Geology, 58(2): 125-136.
Vaid, Y. P., 1994. Liquefaction of silty soils. Ground Failure Under Seismic Condition. Geotechnical special publication 44, ASCE: 1-16.
Van Genuchten, M. T., 1980. A closed‐form equation for predicting the hydraulic conductivity of unsaturated soils. Soil science society of America journal, 44(5): 892-898.
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