Effects of loading rate and initial stress state on stress–strain behavior of rock fill materials under monotonic and cyclic loading conditions
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[1] H. D. Christie,et al. Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests , 1998 .
[2] Abbas Soroush,et al. Large-scale triaxial testing and numerical modeling of rounded and angular rockfill materials , 2010 .
[3] Takaji Kokusho,et al. In situ soil-specific nonlinear properties back-calculated from vertical array records during 1995 Kobe earthquake , 2005 .
[4] Eduardo Kausel,et al. An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites , 2002 .
[5] Shang-Yuh Lin,et al. Shear modulus and damping ratio characteristics of gravelly deposits , 2000 .
[6] H. Razeghi,et al. Loading frequency effect on stiffness, damping and cyclic strength of modeled rockfill materials , 2012 .
[7] Abbas Ghalandarzadeh,et al. CYCLIC TRIAXIAL TESTS ON ASPHALT CONCRETE AS A WATER BARRIER FOR EMBANKMENT DAMS , 2008 .
[8] Masata Sugito,et al. FREQUENCY DEPENDENT EQUI-LINEARIZED TECHNIQUE FOR SEISMIC RESPONSE ANALYSIS OF MULTI-LAYERED GROUND , 1994 .
[9] J Li,et al. A study of angle of draw in mining subsidence using numerical modeling techniques , 2008 .
[10] Carlo G. Lai,et al. Measurement of Frequency-Dependent Dynamic Properties of Soils Using the Resonant-Column Device , 2008 .
[11] Fumio Tatsuoka,et al. Deformation characteristics of soils and soft rocks under monotonic and cyclic loads and their relationships , 1995 .
[12] M. Evans,et al. SHEAR MODULUS AND DAMPING RELATIONSHIPS FOR GRAVELS , 1998 .
[13] Takeji Kokusho,et al. CYCLIC TRIAXIAL TEST OF DYNAMIC SOIL PROPERTIES FOR WIDE STRAIN RANGE , 1980 .
[14] F Tatsuoka,et al. Importance of Measuring Local Strains in Cyclic Triaxial Tests on Granular Materials , 1994 .
[15] M. Aziz. Experimental Study on Effects of Deterioration of Grains on Deformation and Strength Characteristics of Soils , 2011 .
[16] K. G. Sharma,et al. Testing and Modeling Two Rockfill Materials , 2003 .
[17] Yoshiaki Yoshimi,et al. Dynamic Properties of Gravels Sampled by Ground Freezing , 1994 .
[18] Sundarraj・Krishna・Prasad. EVALUATION OF DEFORMATION CHARACTERISTICS OF 1-G MODEL GROUND DURING SHAKING USING A LAMINAR BOX(せん断土槽を用いた1G重力場でのモデル地盤の振動変形特性の評価) , 1996 .
[19] Ahmed Elgamal,et al. Lotung Downhole Array. II: Evaluation of Soil Nonlinear Properties , 1995 .
[20] B. Hardin,et al. Estimating the Shear Modulus of Gravelly Soils , 2005 .
[21] Stefan L. Burtscher,et al. MECHANICAL ASPECTS OF HIGH DAMPING RUBBER , 1998 .
[22] P. Kallioglou,et al. Shear Modulus and Damping Ratio of Cohesive Soils , 2008 .
[23] I. M. Idriss,et al. Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils , 1986 .
[24] Fumio Tatsuoka,et al. Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel , 1997 .
[25] Kinya Miura,et al. Equivalent linear method considering frequency dependent characteristics of stiffness and damping , 2002 .
[26] Carlo G. Lai,et al. Low-strain stiffness and material damping ratio coupling in soils , 2001 .
[27] Yukihisa Tanaka,et al. Dynamic Properties of Gravel Layers Investigated by In-Situ Freezing Sampling , 1994 .
[28] Akihiko Uchida,et al. Effects of Test Methods on the Cyclic Deformation Characteristics of High Quality Undisturbed Gravel Samples , 1995 .
[29] N. Matsumoto,et al. Comparisons of deformation characteristics of rockfill materials using monotonic and cyclic loading laboratory tests and in situ tests , 1994 .
[30] S. Kramer. Geotechnical Earthquake Engineering , 1996 .
[31] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[32] H. Razeghi,et al. DYNAMIC PROPERTIES OF GRAVELLY MATERIALS , 2010 .
[33] F. Tatsuoka,et al. Deformation characteristics of soils and rocks from field and laboratory tests, Keynote Lecture , 1992 .
[34] Duhee Park,et al. Rate-dependent soil behavior in seismic site response analysis , 2008 .
[35] H. Razeghi,et al. Cyclic and post-cyclic monotonic behavior of crushed conglomerate rockfill material under dry and saturated conditions , 2012 .
[36] I. Towhata. Geotechnical Earthquake Engineering , 2008 .
[37] D. J. Montgomery,et al. The physics of rubber elasticity , 1949 .
[38] Jiewu Meng. Earthquake ground motion simulation with frequency-dependent soil properties , 2007 .
[39] T. Mitachi,et al. Strain rate effects on shear modulus and damping of normally consolidated clay , 1995 .
[40] Raúl J. Marsal,et al. Large Scale Testing of Rockfill Materials , 1967 .
[41] W. Thomson. Theory of vibration with applications , 1965 .