References
- Alarcon-Guzmar, A. (1986), Cyclic StresSi-Strain and LiquefactionChurcicterifitics of Sands, Ph.D. Dissertation, Purduc Univcrsity,West Lafayette, Indiana, 591p
- Borden, R. H., Shao, L., and Gupta, A. (1996), 'Dynamic Pro-perties of Piedmont Residual Soils,' .J Geotech. Engrg., ASCE,Vo1.122, No.lO, pp.813-821
- Dobry, R. and Vucetic, M. (1987), 'Dynamic Properties andSeismic Response of Soft Clay Deposits,' Proceedings. Int Sympon Geotech Engrg. of Soft Soils, Mexico City, Vo1.2, pp.51-87
- Edil, T. B. and Luh, G. F. (1978), 'Dynamic Modulus andDamping Relaticnship for Sands,'Proceedings, Earthquake Engrgand Soil Dynamics, Pasadena, CA., ASCE, Vol.l, pp.394-409
- Hardin, B. O. (1978), 'The Nature of Stress-Strain Behavior lorSoils,' Proceedings, Earthquake Engrg. and SoiI Dynamics, Pasadena,CA., ASCE, Vol.1, pp.3-90
- Hardin, B. 0. and Black, W. L. (1968), 'Vibration Modulus ofNonnally Consolidated Clay,' J.SMFD, ASCE, Vo1.94, No.SM2,pp.353-369
- Hardin, B. O. and Black, W. L. (1969), 'Vibration Modulus ofNormally Consolidated CIay-CIosure,' J. SMFD, ASCE, Vol.95, No.SM6, pp. 1531-1537
- IIardin, B. O. and Dmevich, V. P. (1972a), 'Shear Modulus andDamping in Soili: Measurement and Parameter Effects,' J SMFD,ASCE, Vo1.98, No.SM6, pp.603-624
- Hardin, B. O. and Dmevich, V. P. (1972b), 'Shear Modulus andDaming in Soils: Design Equations and Curves,' J. SMFD,ASCE, Vol.98, No.SM7, pp.667-692
- Hardin, K. O., Drnevich, V. P., Wang, J., and Sams, C. E. (1994),'Resonant Colurnn Testing at Pressures up to 3.5 MPa (500 psi),'Dynamic Geotechnical Testing II. ASTM STP 1213, ASTM, pp.222-233
- Hryciw, R. D. and Thomann, T. G. (1993), 'Stress-History-BasedModel for Ge of Cohesionless Soils,' J. Geotech. Engrg., ASCE,Vo1.119, No.7, pp.1073-1093
- Ishibashi, I. (1981), 'Dynamic Soil Properties,' Proceedings, JointUS-PRC Microzonation Workshop, Harbin, China, pp.16.1-16.21
- Ishibashi, I. (1992), Discussion to 'Effect of Soil Plasticity onCyclic Response,' by Vucetic and Dobry (1991), J. GeotechEngrg., ASCE, Vol.118, No.5, pp.830-832
- Ishibashi, I. and Zhang, X. (1993), 'Unified Dynamic Shear Moduliand Damping Ratios of Sand and Clay,' Soils and FoundationsJSSMFE, Vol.33, No.1, March, pp. 182-191
- Iwasaki, T. and latsuoka, F. (1977), 'Effects of Grain Size andGrading on Dynamic Shear Moduli of Sands,' SoiIs and Foundationf,JSSMFE, Vol.17, No.3, pp. 19-35
- Iwasaki, T., Tatsuoka, F., and Takagi, Y. (1978), 'Shear Moduliof Sands under Cyclic Torsional Shear Loading' Soils and Foundations,JSSMFE, Vol.18, No.1, pp.39-56
- Kanatam. M., Nishi, K., and Tanaka, Y. (1994), 'DynamicProperties of Sand at Low Confining Pressure' Proceedings, Int.Symp. on Pre-failure Deformation of Geomatenats, Vol.1, pp.37-40
- Khouri, N. Q. (1984), Dynamic Propertieh of Sods, M. S. Thesis,Syracuse Univ., NY., 304p
- K.im, D. S. and Stokoe, K. H., Ⅱ, and Hudson, W. R. (1991),'Deformational Characteristics of Soils at Small to IntcrmediatcStrains from Cyclic Tests,' Research Report 1177-3, Center forTransportion Research, Bureau of Engrg. Research, The Univ. ofTexas at Austin, Texas, 142p
- Kokusho, I. (1980), 'Cyclic Triaxial Test of Dynamic Soil Propertiesfor Wide Strain Range,' Proceedings. Seventh World Conferenceon Earthquake Engineerin, Istanbul, Turkcy, Vol.3, pp.305-312
- Kokusho, T. and Esashi, Y. (1981), 'Cyclic Triaxial rest on Sandsand Coursc Matcrials,' Proceedings, Tenth Int. Conference on SMFE, Stockholm, Vol.1, pp.673-676
- Kramer, S. L. (1996), Geotechnical Earthquake Enemeenng, Prentice Hall, Uppcr Saddlc Rivcr, NJ., 653p
- Ladd, R. S., Dob·, R., Dutko, P., Yokel, F. Y., and Chung, R. M.(1989), 'Pore-Water Pressure Buildup in Clean Sands Because of Cyclic Strainin,' Geotechmcal Testing Journal, ASTM, Vol.12,No.1, pp.77-86
- Macari, E. J. and Ko, H. Y. (1994), 'A Study of an Anisotropically Overconsolidated Silt by the Resonant Column Method,' GeotechmcaITesting Journal, ASTM, Vol.17, No.3, pp.315-324
- Ni, S. H. (1987), Dynamic Properties of Sand under True TritixialStress Ststes from Resonant/Column Torsionat Shear Tests, Ph.D. Dissertation, The Univ. of Texas at Austin, Texas, 422p
- Porovic, E. and Jardine, R. J. (1994), 'Some Observation on theStatic and Dynamic Shear Stiffness of Ham River Sand,' Proceedings,Int Symp on Pre-failure Deformation of Geomatenats, Vol.1,pp.25-30
- Ramberg, W. and Osgood, W. R. (1943), 'Description of Stress-Strain Curves by Three Parameters,' Technical Note 902, NationalAdvisory Committee for Aeronautics, Washington DC, 1943, 13p
- Rampello, S., Viggiani, G., and Silvestri, F. (1994a), 'The Dependenyof Small 론train Siffness on Stress Rate and History for FineGrained Soils: The Example of Vallericca Clay,' Proceedings. Int.mp on Pre-failure Deformutton of Geomatenah, Vol. 1, pp.273-278
- Rampello, S., Viegiani, G., and Silvei, F. (1994b), 'PanelistDiscussion: The Dependence of G-sub-o on Stress State andHist in Cohesive Soils,' Procedings, Int. Symp. on Pre-fadureDeformation of GeomatenuIs, Vol.2, pp.1155-1160
- Rocsler, S. K. (1979), 'Anisotropic Shear Modulus due to Strcss Anisotropy,' J. Geotech. Engrg. Div., ASCE, Vol.105, No.GT7,pp.871-880
- Saxena, S. K. and Reddy, K. R. (1989), 'Dynamic Moduli andDamping Ratios for Monterey No. 0 Sand bv Resonant ColumnTests,' Soils and Foundations, JSSMFE, Vo1.29, No.2, pp.37-51
- Seed, H. B. and Idriss, I. M. (1970), 'Soil Moduli and DampingFactors for Dynamic Response Analyses,' Report No.EERC 70-10,EERC, Univ. of CA at Berkeley, Califomia
- Silver, M. L. and Seed, H. B. (1971), 'Deformation Characteristicsof Sands under Cyclic Loading,' J. SMFD, ASCE, Vol.97, No.SM8, pp.1081-1098
- Stokoc, K. H., II, Anderson, D. G., Hoar, R. J., and Isenhower,W. M. (1978), 'Insitu and Laboratory Shear Velocity and Modulus,'Proceedings. Earthquake Ensre and SoiI Dynamics, Pasadena,CA., ASCE, Vol.III, pp.1498-1502
- Tatsuoka, F., Iwasaki, T., and Takagi, Y. (1978), 'HystereticDamping of Sands under Cyclic Loading and Its Relation to ShearModulus,' Soils and Foundations, JSSMFE, Vol.18, No.2, pp.25-40
- Tatsuoka, F., Iwasaki, T., Yoshida, S., Fukushima, S., and Sudo,H (1979), 'Shear Modulus and Damping by Drained Tests onClean Sand Specimens Reconstituted by Various Methods,' Soilsand Foundations, JSSMFE, Vol.19, No.1, pp.39-54
- Thiers, G. R. and Seed, H. B. (1968), 'Cyclic Stress-StrainCharacteristics of Clay,' J. SMFD, ASCE, Vol.94, No.SM2, pp.555-569
- Vucetic, M. and Dobry, R. (1991), 'Effect of Soil Plasticity onCyclic Response,' J. Geotech Engrg., ASCE, Vol.117, No.1, pp.89-107
- Yamash S. and Toki, S. (1994), 'Cyclic Deformation Characteristicsof Sands in Triaxial and Torsional Tests,' Proceedines, Int. Svmpon Pre-failure Deformation of Geomateriats, Vol.1, pp.31-36
- Yasuda, N. and Matsumoto, N. (1993), 'Dynamic DeformationCharacteristics of Sands and Rockfill Materials,' Can Geotech. I.,Vol.30, No.5, pp.747-757
- Yu, S. and Dakoulas, P. (1993), 'General Stress-Dependent ElasticModuli for Cross-Anisotropic Soils,' J. Geotech Engrg., ASCE, Vol.119, No.10, pp.1568-1586