참고문헌
- Adachi, M., Yasuhara, K., and Shimabukuro, A. (2000), "Influences of Sample Preparation Method on the Behavior of Non-plastic Silts in Undrained Monotonic and Cyclic Triaxial Tests", Tsuchi-to-Kiso, Vol.48, No.11, pp.24-27.
- Belkhatir, M., Arab, A., and Della, N. (2010), "Liquefaction Resistance of Chlef River Silty", Acta Polytechnica Hungarica, Vol.7, No.2, pp.119-137.
- Bouferra, R., and Shahrour, I. (2004), "Influence of Fines on the Resistance to Liquefaction of a Clayey Sand", Ground Improvement, Vol.8, No.1, pp.1-5. https://doi.org/10.1680/grim.2004.8.1.1
- Carraro, J. A. H., Prezzi, M. and Salgado, R. (2009), "Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines", Journal of Geotechnical Geoenvironmental Engineering, Vol.135, No.9, pp.1167-178. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:9(1167)
- Chang, N. Y., Yeh, S. T., and Kaufman, L. P. (1982), "Liquefaction Potential of Clean and Silty Sands" 3rd International Earthquake Microzonation Conference, Seattle, USA, Vol.2, pp.1017-1032.
- Dezfulian, H. (1982), "Effects of Silt Content on Dynamic Properties of Sandy Soils" Proceedings of the Eighth World Conference on Earthquake Engineering, San Francisco, USA, pp.63-70.
- Fei, H. C. (1991), "The Characteristics of Liquefaction of Silt", Soil Dynamics and Earthquake Engineering, Computational Mechanics Publications, South hampton, pp.293-302.
- Hwang, D. J., Yanagisawa, E., and Sugano, T. (1993), "Shear Characteristics of Silt Containing Sand", Journal of Japan Society of Civil Engineers(JSCE), No.463/III-38, pp.25-33.
- Hyodo, M., Kim, U. G., Nakata, Y., and Yoshimoto, N. (2010), "Effect of Fines on Undrained Shear Characteristics of Sand-Clay Mixtures", Journal of Japan Society of Civil Engineers (JSCE), Vol.66, No.1, pp.215-225.
- Ishihara, K. (1996), "Soil Behaviour in Earthquake Geotechnics", 1st ed., Oxford, Claredon Press.
- Ishihara, K., and Koseki, J. (1989), "Discussion on the Cyclic Shear Strength of Fines-Containing Sands", Earthquakes Geotechnical Engineering, Proceeding of the 11th International Conference on Soil Mechanics and Foundation Engineering, Rio De Janiero, Brazil, pp.101-106.
- Japanese Geotechnical Society (1992), "Intermediate Soil, Sand or Clay", Geo-Tech Note 2, pp.1-6.
- Kenny, T. C. (1977), "Residual Strengths of Mineral Mixture", Proceedings of the 9th International Conference Soil Mechanics, Tokyo1, pp.155-160.
- Kim, U. G., Ahn, T. B., and Hyodo, M. (2008), "Effect of Fines Content on the Cyclic Shear Characteristics of Sand-clay Mixtures", Journal of Korean Geotechnical Society (KGS), Vol.24, No.1, pp. 51-59.
- Koester, J. P. (1994), "The Influence of Fine Type and Content on Cyclic Strength", Ground failures under seismic conditions, Geotechnical special publication, No.44, ASCE, pp.17-33.
- Law, K. T. and Ling, Y. H. (1992), "Liquefaction of Granular Soils with Non-Cohesive and Cohesive Fines", Proceedings of the 10th world conference on earthquake engineering, Rotterdam, pp.1491-1496.
- Matsuo, O., (2004), "Simplified Procedure for Assessing Liquefaction Potential of Soils in the Specifications for Highway Bridges", Journal of Japan Society of Civil Engineers (JSCE) invited paper, No.757/III-66, pp.1-20.
- Mitchell, J. K. (1977), "Fundamentals of Soil Behaviour", 2nd edn, John Wiley Interscience NewYork, pp.172-189.
- Naeini, S. A., and Baziar, M. H. (2004), "Effect of Fines Content on Steady-State Strength of Mixed and Layered Samples of a Sand", Soil dynamic sand earthquake engineering, Vol.24, pp.181-187. https://doi.org/10.1016/j.soildyn.2003.11.003
- Seed, H. B., Idriss, I. M., and Arango, I. (1983), "Evaluation of Liquefaction Potential using Field Performance Data", Journal of Geotechnical Engineering, ASCE, Vol.109, No.3, pp.458-482. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458)
- Shen, C. K., Vrymoed, J. L., and Uyeno, C. K. (1977), "The Effects of Fines on Liquefaction of Sands", Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Vol.2, pp.381-385.
- Thevanayagam, S., Shenthan, T., Mohan, S. and Liang, J. (2002), "Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silty", Journal of geotechnical and geoenvironmental engineering, Vol.128, No.10, pp.849-859. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:10(849)
- Tronsco, J. H., and Verdugo, R. (1985), "Silt Content and Dynamic Behavior of Tailing Sands", Proceedings of the 12th International Conference on Soil Mechanics and Foundaton Engineering, San Francisco, USA, pp.1311-1314.
- Vaid, V. P. (1994), "Liquefaction of Silty Sands", Journal of ASCE, Ground failures under seismic conditions, Geotechnical special publication, No.44, pp.1-16.
- Xenaki, V. C., and Athanasopoulos, G. A. (2003), "Liquefaction Resistance of Sand-Silt Mixtures: an Experimental Investigation of the Effect of Fines", Soil Dynamics Earthquake Engineering, No.23, pp.183-194.
- Yamamoto, Y., and Hyodo, M. (1999), "Effect of Shearing Cyclic Frequency on Relationship Between Cyclic Shear strength and plastics index", Proceedings of the 34th Japanese Geotechnical Society (JGS) Conference, Vol.1, pp.1059-1060.
- Yasuda, S., and Soga, K. (1984), "Effect of Shearing Cyclic Frequency on Liquefaction Characteristic", Proceedings of the 19th Soil Mechanics and Foundation Engineering Conference, pp.549-550.
- Yasuda, S., Wakamatsu, K., and Nagase, H. (1994), "Liquefaction of Artificially Filled Silty Sands" Ground Failures Under Seismic Conditions, Geotechnical Special Publication Journal of ASCE, No.44, pp.91-104.
피인용 문헌
- 모래 함유량이 점토의 액소성한계 및 전단강도에 미치는 영향 vol.30, pp.2, 2012, https://doi.org/10.7843/kgs.2014.30.2.65
- Effect of Gradation on the Compactability of Coarse-Grained Soils vol.24, pp.2, 2012, https://doi.org/10.1007/s12205-020-1936-7
- Experimental study of effect of gradation on compaction properties of rockfill materials vol.79, pp.6, 2020, https://doi.org/10.1007/s10064-020-01737-7