References
- Anderson, D.G., 1974. Dynamic Modulus of Cohesive Soils. Thesis Presented to the University of Michigan, in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy.
- Bishop, A.W., Henkel, D.J., 1962. The Measurement of Soil Properties in the Triaxial Test (Second edition). Edward Arnold, London.
- Choo, Y.W., 1997. Study on Normalized Shear Modulus Reduction Curves on Cohesionless Soils Using Resonant Column/Torsional Shear Tests. Master's Thesis, Korea Advanced Institute of Science and Technology.
- Choo, Y.W., Kim, D.S., 2005. Dynamic Deformation Characterisitics of Sands Under Various Drainage Conditions. Journal of Korean Geotechnical Society, 21(3), 27-42.
- Drnevich, V.P., Richart, F.E., Jr., 1970. Dynamic Prestraining of Dry Sand. Journal of Soil Mechanics and Foundations Division, ASCE, 96(SM2), 453-469.
- Hardin, B.O., Drnevich, V.P., 1972a. Shear Modulus and Damping in Soils: Measurement and Parameter Effects. Journalof SMF Div., ASCE, 98(SM6), June, 603-624.
- Hardin, B.O., Drnevich, V.P., 1972b. Shear Modulus and Damping in Soils: Design Equations and Curves. Journal of SMF Div., ASCE, 98(SM7) June, 667-692.
- Kang, M.W., 2012. A Study on Dynamic Shear Properties of According to Water Content Changes of Artificial Clay Determined by Resonant Column Test. Master's Thesis, Pusan National University.
- Kim, D.M., 2004. Characteristics of Undrained Shear Behavior for Nak-Dong River Sand Due to Aging Effect. Ph.D Thesis. Kyungpook National University.
- Kim, D.S., 1991, Deformational Characteristics of Soils at Small to Intermediate Strain from Cyclic Tests. Ph. D. Dissertation. The University of Texas at Austin.
- Kim, D.S.. 1995. Deformational Characteristics of Dry Sand Using Resonant Column / Torsional Shear Testing Equipment. Journal of Korean Geotechnical Society, 11(1), 101-112.
- Kim, D.S., Choo, Y.W.. 2001. Dynamic Deformation Characteristics of Cohesionless Soils in Korea Using Resonant Column Tests. Journal of Korean Geotechnical Society, 17(5), 115-128.
- Kim, D.S., Stokoe, II, K.H., 1994. Torsional Motion Monitoring System for Small-strain (10-6 to 10-3%) Soil Testing Geotechnical Testing Journal, ASTM, 17(1), 17-26. https://doi.org/10.1520/GTJ10068J
- Kim, J.M., Park, Y.H., Lim, S.D., 2009. Dynamic Shear Properties of Nak-Dong River Sand Determined by Resonant Column/Torsional Shear Test. Journal of Korean Geotechnical Society, 25(11), 5-15.
- Kweon, G.C., 2000. Constitutive Models for Resilient Modulus of Subgrade Soils in Korea. Journal of Korean Society of Civil Engineers, 30(3), 301-310.
- Li, S. and Huang, M., 2010. Undrained Long-Term Cyclic Degradation Characteristics of Offshore Soft Clay. Soil Dynamics and Earthquake Engineering, International Conference, GeoShanghai, 263-271.
- Park, Y.H., 2009. A Study on Dynamic Shear Properties of Nak-Dong River Sand Determined by Resonant Column and Totional Shear Tests. Master's Thesis, Pusan National University.
- Ryu, J.H., Kim, S.J., Park, Y.H., Kim, J.M., 2008. Dynamicbehavior of Nak-Dong River Sand. Proceeding of the International Symposium on Lowland Technology, Busan, Korea, 493-499.
- Seed, H.B., Idriss, I.M., 1970. Soil Moduli and Damping Factors for Dynamic Response Analysis, Report No. UCB/EERC-70/10, University of California, Berkeley.
- Vucetic, M., Dobry, R., 1991. Effect of Soil Plasticity on Cyclic Response. Journal of Geotechnical Engineering, ASCE, 117(1), 89-107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)
- Zhou, J., Gong, X, 2001. Strain Degradation of Saturated Clay under Cyclic Loading. Canadian Geotechnical Journal, 38(1), 208-212. https://doi.org/10.1139/t00-062