[1] Oda M. (1972), Initial fabrics and their relations to mechanical properties of granular material. SOILS AND FOUNDATIONS 12:17–36. https://doi.org/10.3208/sandf1960.12.17.
[2] Wang R, Cao W, Xue L, Zhang JM. (2020), An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand. Acta Geotechnica:1–23. https://doi.org/10.1007/s11440-020-00984-y.
[3] Shi J, Guo P, Stolle D. (2020), Micromechanical analysis of non-coaxiality between stress and strain increment in granular materials. Acta Geotechnica 15:2559–74. https://doi.org/10.1007/s11440-020-00923-x.
[4] Senetakis K, Li H. (2017), Influence of stress anisotropy on small-strain stiffness of reinforced sand with polypropylene fibres. Soils and Foundations 57:1076–82. https://doi.org/10.1016/j.sandf.2017.07.003.
[5] Abelev A v., Lade P v. (2004), Characterization of failure in cross-anisotropic soils. Journal of Engineering Mechanics 130:599–606. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:5(599).
[6] Lade P v., Rodriguez NM, van Dyck EJ. (2014), Effects of principal stress directions on 3D failure conditions in cross-anisotropic sand. Journal of Geotechnical and Geoenvironmental Engineering 140:04013001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001005.
[7] Towhata I. (2008), Geotechnical Earthquake Engineering. https://doi.org/10.1007/978-3-540-35783-4.
[8] Seed HB. (1972), Soil moduli and damping factors for dynamic response analysis. Journal of Terramechanics 8:109. https://doi.org/10.1016/0022-4898(72)90110-3.
[9] Polito CP, Green RA, Lee J. (2008), Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading. Journal of Geotechnical and Geoenvironmental Engineering 134:1490–500. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1490).
[10] Polito CP. (1999), The Effects Of Non-Plastic and Plastic Fines On The Liquefaction Of Sandy Soils.
[11] Polito CP, II JRM. (2001), Effects of Nonplastic Fines on the Liquefaction Resistance of Sands. Journal of Geotechnical and Geoenvironmental Engineering 127:408–15. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408).
[12] Seed HB (Harry B, Idriss IM, of California BerkeleyEERC, of California BerkeleyC of E. (1972), Soil moduli and damping factors for dynamic response analysis. Journal of Terramechanics 8:109. https://doi.org/10.1016/0022-4898(72)90110-3.
[13] Boulanger RW, Seed RB, Chan CK, Seed HB, Sousa JB. (1991), Liquefaction behavior of saturated sands under uni-directional and bi-directional monotonic and cyclic simple shear loading. Geotechnical Engineering Report No UCB/GT/91-08:1–544.
[14] Hardin B, Richart F. (1963), Elastic Wave Velocities in Granular Soils. Journal of the Soil Mechanics and Foundations Division 89:33–66.
[15] Hardin BO, Black WL. (1967), Sand stiffness under various triaxial stresses. Journal of Terramechanics 4:70. https://doi.org/10.1016/0022-4898(67)90133-4.
[16] Santamarina JC, Cho GC. (2004), Soil behaviour: The role of particle shape. Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering, organised by the Institution of Civil Engineers, p. 604–17.
[17] Payan M, Khoshghalb A, Senetakis K, Khalili N. (2016), Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression. Computers and Geotechnics 72:28–41. https://doi.org/10.1016/j.compgeo.2015.11.003.
[18] Payan M, Senetakis K. (2019), Effect of Anisotropic Stress State on Elastic Shear Stiffness of Sand–Silt Mixture. Geotechnical and Geological Engineering 37:2237–44. https://doi.org/10.1007/s10706-018-0690-9.
[19] Payan M, Khoshini M, Jamshidi Chenari R. (2020), Elastic Dynamic Young’s Modulus and Poisson’s Ratio of Sand-Silt Mixtures. Journal of Materials in Civil Engineering 32:04019314. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002991.
[20] Payan M, Senetakis K, Khoshghalb A, Khalili N. (2017), Characterization of the small-strain dynamic behaviour of silty sands; contribution of silica non-plastic fines content. Soil Dynamics and Earthquake Engineering 102:232–40. https://doi.org/10.1016/j.soildyn.2017.08.008.
[21] Zamanian M, Payan M, Memarian S, Senetakis K. (2021), Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations. Soil Dynamics and Earthquake Engineering 150:106924. https://doi.org/10.1016/J.SOILDYN.2021.106924.
[22] Payan M, Chenari RJ. (2019), Small strain shear modulus of anisotropically loaded sands. Soil Dynamics and Earthquake Engineering 125:105726. https://doi.org/10.1016/j.soildyn.2019.105726.
[23] ASTM. (2009), ASTM-D6913-04: Standard test methods for particle-size distribution (gradation) of soils using sieve analaysis. ASTM International 04:36. https://doi.org/10.1520/D6913-04R09E01.2.
[24] ASTM D422-63. (2007), ASTM D422-63(2007)e2, Standard Test Method for Particle-Size Analysis of Soils, ASTM International. Annual Book of ASTM Standards. https://doi.org/10.1520/D0422-63R07E02.
[25] ASTM. (2013), ASTM D4253-00: Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. vol. 00. ASTM International; . https://doi.org/10.1520/D4253-00R06.
[26] ASTM. (2006), ASTM D4254-00: Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. vol. I. ASTM International; . https://doi.org/10.1520/D4254-00R06E01.1.3.
[27] Selig E, Ladd R. (1978), Preparing Test Specimens Using Undercompaction. Geotechnical Testing Journal 1:16. https://doi.org/10.1520/gtj10364j.
[28] Zamanian M, Jafarzadeh F. (2020), Experimental study of stress anisotropy and noncoaxiality of dense sand subjected to monotonic and cyclic loading. Transportation Geotechnics 23:100331. https://doi.org/10.1016/J.TRGEO.2020.100331.
[29] Hyodo M, Murata H, Yasufuku N, Fujii T. (1991), Undrained Cyclic Shear Strength and Residual Shear Strain of Saturated Sand by Cyclic Triaxial Tests. Soils and Foundations 31:60–76. https://doi.org/10.3208/SANDF1972.31.3_60.
[30] Jafarzadeh F, Sadeghi H. (2012), Experimental study on dynamic properties of sand with emphasis on the degree of saturation. Soil Dynamics and Earthquake Engineering 32:26–41. https://doi.org/10.1016/J.SOILDYN.2011.08.003.
[31] Oztoprak S, Bolton MD. (2012), Stiffness of sands through a laboratory test database. Géotechnique 63:54–70. https://doi.org/10.1680/geot.10.p.078.
[32] Wichtmann T, Triantafyllidis T. (2013), Effect of uniformity coefficient on G/Gmax and damping ratio of uniform to well-graded quartz sands. Journal of Geotechnical and Geoenvironmental Engineering 139:59–72. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000735.