참고문헌
- American Society for Testing and Materials (ASTM) (2003), "Standard test methods for modulus and damping of soils by resonant-column method", ASTM D4015, Philadelphia.
- Cho, G.C., Dodds, J., and Santamarina, J.C. (2006), "Particle shape effects on packing density, stiffness, and strength: natural and crushed sands", Journal of Geotechnical and Geoenvironmental Engineering, Vol.132, No.5, pp.591-602. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(591)
- Hardin, B.O. (1978), "The nature of stress-strain behavior of soils", Proceedings of the ASCE Specialty Conference on Earthquake Engineering and Soil Dynamics, Pasadena, CA, ASCE, New York, pp.3-90.
- Hardin, B.O. and Blandford, G.E. (1989), "Elasticity of Particulate Materials", Journal of Geotechnical and Geoenvironmental Engineering, Vol.115, No.6, pp.788-805. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:6(788)
- Hardin, B.O. and Kalinski, M.E. (2005), "Estimating the shear wave modulus of gravelly soils", Journal of Geotechnical and Geoenvironmental Engineering, Vol.131, No.7, pp.867-875. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(867)
- Jin, G.R., Shin, D.H., Im, E.S., and Kim, K.Y. (2009), "Characteristics of deformation and shear strength of parallel grading coarse-grained materials using large triaxial test equipment", Journal of Korean Geotechnical Society, Vol.25, No.12, pp.57-67.
- Lee, D.S., Kim, K.Y., Hong, S.Y., and Hwang, S.C. (2006), "Characteristic of shear behavior of coarse grained materials based on large scale direct shear test (II)", Journal of Korean Geotechnical Society, Vol.22, No.4, pp.51-59.
- Lee, S.H, Kim, D.S., Choo, Y.W., and Kwon, H.K. (2009), "Estimation of dynamic material properties for fill dam : II. Nonlinear Deformation Characteristics", Journal of Korean Geotechnical Society, Vol.25, No.12, pp.87-105.
- Lee, S.J., Choo, Y.W., Hwang, S.B., and Kim, K.J. (2012), "Test method for Young's modulus of parallel graded coarse granular materials by large triaxial test", Journal of the Korean Society of Civil Engineers, Vol.32, No.5C, pp.211-220. https://doi.org/10.12652/Ksce.2012.32.5C.211
- Lowe, J. (1964), "Shear strength of coarse embankment dam materials", Proceedings of 8th Congress on Large Dams, pp.745-761.
- Marachi, N.D., Chan, C.K., and Seed, H.B. (1972), "Evaluation of properties of rockfill materials", Journal of Soil Mechanics and Foundations Engineering, ASCE, Vol.98, No.SM1, pp.95-114.
- Menq (2003), "Dynamic properties of sandy and gravelly soils", Ph.D dissertation, the University of Texas at Austin, Austin, TX.
- Rollins, K.M., Evans, M.D., Diehl, N.B., and Daily, W.D. (1998), "Shear modulus and damping relationships for gravels", Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.5, pp.396-405. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(396)
- Seed, H.B., Wong, R.T., Idriss, I.M., and Tokimatsu, K. (1984), "Moduli and damping factors for dynamic analyses of cohesionless soils", Rep. No. EERC 84-14, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
- Seo, M.W., Ha, I.S., and Kim, B.J. (2007), "Effect of particle size and test equipments on shear behavior of coarse materials", Journal of the Korean Society of Civil Engineers, Vol.27, No.6C, pp.393-400.
- Seo, M.W., Shin, D.H., Ha, I.S, and Park, H.G. (2006), "Evaluation of shear behavior of crushed rock and sand/gravel materials using large triaxial testing equipment", KGS Fall Conference 2006, pp. 844-853.
- Shin, D.H. (2001), "Shear strength characteristics of rockfill materials using large triaxial testing apparatus", Rep. No. WRRI-GT-01-2, Korea Water Resources Corporation.
- Stokoe, K.H., Darendeli, M.B., Menq, F.Y., and Choi, W.K. (2004), "Comparison of the linear and nonlinear dynamic properties of gravels, ands, silts and clays", Proceedings of 11th SDEE and 3rd ICEGE, pp.1-4.