References
- Arthur, J.R.F., Chua, K.S., and Dunstan, T., 1977. Induced anisotropy in sand. Geotechnique, 27, 13–30. doi:https://doi.org/10.1080/19397030902947041
- Arthur, J.R.F. and Menzies, B.K., 1972. Inherent Anisotropy in a sand. Géotechnique. doi:https://doi.org/10.1680/geot.1973.23.1.128
- Arthur, J.R.F. and Phillips, A.B., 1975. Homogeneous and layered sand in triaxial compression. Géotechnique, 25, 799–815. doi:https://doi.org/10.1680/geot.1975.25.4.799
- Azami, A., Pietruszczak, S., and Guo, P., 2009. Bearing capacity of shallow foundations in transversely isotropic granular media. International Journal for Numerical and Analytical Methods in Geomechanics, 34, 771–793. doi:https://doi.org/10.1002/nag.827
- Barreto, D. and O’Sullivan, C., 2012. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions. Granular Matter, 14, 505–521. doi:https://doi.org/10.1007/s10035-012-0354-z
- Christoffersen, J., Mehrabadi, M.M., and Nemat-Nasser, S., 1981. A micromechanical description of granular material behavior. Journal of Applied Mechanics, 48, 339–344. doi:https://doi.org/10.1115/1.3157619
- Cui, L., O’Sullivan, C., and O’Neill, S., 2007. An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model. Géotechnique, 57, 831–844. doi:https://doi.org/10.1680/geot.2007.57.10.831
- Guo, N. and Zhao, J., 2013. The signature of shear-induced anisotropy in granular media. Computers and Geotechnics, 47, 1–15. doi:https://doi.org/10.1016/j.compgeo.2012.07.002
- Hryciw, R.D., Zheng, J., and Shetler, K., 2016. Particle roundness and sphericity from images of assemblies by chart estimates and computer methods. Journal of Geotechnical and Geoenvironmental Engineering, 142, 04016038. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0001485
- Huang, X., et al., 2014. DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials. Granular Matter, 16, 641–655. doi:https://doi.org/10.1007/s10035-014-0520-6
- Itasca Consulting Group, 2018. Particle flow code in two and three dimensions, user’s manual. Version, 5.0. Minneapolis, MN: Itasca Consulting Group Inc.
- Kanatani, K., 1984. Distribution of directional data and fabric tensors. The International Journal of Engineering Science, 22, 149–164. doi:https://doi.org/10.1016/0020-7225(84)90090-9
- Krumbein, W.C. and Sloss, L.L., 1951. Stratigraphy and sedimentation. San Francisco: W.H. Freeman and Company.
- Lade, P.V., 1977. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures, 13, 1019–1035. doi:https://doi.org/10.1016/0020-7683(77)90073-7
- Lade, P.V., Rodriguez, N.M., and Van Dyck, E.J., 2014. Effects of principal stress directions on 3D failure conditions in cross-anisotropic sand. Journal of Geotechnical and Geoenvironmental Engineering, 140, 1–12. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0001005
- Lade, P.V., Van Dyck, E.J., and Rodriguez, N.M., 2015. Shear banding in torsion shear tests on cross-anisotropic deposits of fine Nevada sand. Soils and Foundations, 54, 1081–1093. doi:https://doi.org/10.1007/978-3-319-13506-9_13
- Lam W-K, T.F. and Tatsuoka, F., 1988. Effects of initial anisotropic fabric and intermediate stress on strength and deformation characteristics of sand. Soils and Foundations, 28, 89–106. doi:https://doi.org/10.3208/sandf1972.28.89
- Li, Z., et al., 2019b. Collapse mechanism of the thin-walled functionally graded cylinders encased in the saturated permeable mediums. Engineering Structures, 198, 109472. doi:https://doi.org/10.1016/j.engstruct.2019.109472
- Li, Z., et al., 2019c. Nonlinear stability analysis of thin-walled steel pipe confined in soft bilayer medium. Engineering Structures, 196, 109318. doi:https://doi.org/10.1016/j.engstruct.2019.109318
- Li, Z., et al., 2019d. Nonlinear structural stability performance of pressurized thin-walled FGM arches under temperature variation field. International Journal of Non-linear Mechanics, 113, 86–102. doi:https://doi.org/10.1016/j.ijnonlinmec.2019.03.016
- Li, Z., et al., 2019e. Nonlinear stability and buckling analysis of composite functionally graded arches subjected to external pressure and temperature loading. Engineering Structures, 199, 1–17. doi:https://doi.org/10.1016/j.engstruct.2019.109606
- Li, Z., Zheng, J., and Chen, Y., 2019a. Nonlinear buckling of thin-walled FGM arch encased in rigid confinement subjected to external pressure. Engineering Structures, 186, 86–95. doi:https://doi.org/10.1016/j.engstruct.2019.02.019
- Ng, T.T., 2004. Macro- and micro-behaviors of granular materials under different sample preparation methods and stress paths. International Journal of Solids and Structures, 41, 5871–5884. doi:https://doi.org/10.1016/j.ijsolstr.2004.05.050
- O’sullivan, C., Cui, L., and O’neill, S.C., 2008. Discrete element analysis of the response of granular materials during cyclic loading. Soils and Foundations, 48, 511–530. doi:https://doi.org/10.3208/sandf.48.511
- Ochiai, H. and Lade, P.V., 1983. Three-dimensional behavior of sand with anisotropic fabric. Journal of Geotechnical and Geoenvironmental Engineering, 109, 1313–1328. doi:https://doi.org/10.2208/jscej1969.1983.339_147
- Oda, M., 1972a. Initial fabric and their relations to mechanical properties of granular materials. Soils and Foundations, 12, 17–36. doi:https://doi.org/10.3208/sandf1960.12.17
- Oda, M., 1972b. The mechanism of fabric changes during compressional deformation of sand. Soils and Foundations, 12, 1–18. doi:https://doi.org/10.1248/cpb.37.3229
- Oda, M., 1981. Anisotropic strength of cohensionless sands. Journal of Geotechnical Engineering, 107, 1219–1231. doi:https://doi.org/10.1080/19397030902947041
- Oda, M., Kazama, H., and Konishi, J., 1998. Effects of induced anisotropy on the development of shear bands in granular materials. Mechanics of Materials : An International Journal, 28, 103–111. doi:https://doi.org/10.1016/S0167-6636(97)00018-5
- Oda, M., Koishikawa, I., and Higuchi, T., 1978. Experimental study of anisotropic shear strength of sand by plane strain test. Soils and Foundations, 18, 25–38. doi:https://doi.org/10.3208/sandf1972.18.25
- Ouadfel, H. and Rothenburg, L., 2001. `Stress–force–fabric’ relationship for assemblies of ellipsoids. Mechanics of Materials : An International Journal, 33, 201–221. doi:https://doi.org/10.1016/s0167-6636(00)00057-0
- Sun, Q. and Zheng, J., 2019. Two-dimensional and three-dimensional inherent fabric in cross-anisotropic granular soils. Computers and Geotechnics, 116, 103197. doi:https://doi.org/10.1016/j.compgeo.2019.103197
- Sun, Q., Zheng, J., He, H., and Li, Z. 2019. “Particulate Material Fabric Characterization from Volumetric Images by Computational Geometry,” Powder Technology, 344, 804–813. doi: https://doi.org/10.1016/j.powtec.2018.12.070
- Tatsuoka, F., et al., 1986b. Strength and deformation characteristics of sand in plane strain compression at extremely low pressures. Soils and Foundations, 26, 65–84. doi:https://doi.org/10.3208/sandf1972.26.65
- Tatsuoka, F., Goto, S., and Sakamoto, M., 1986a. Effects of some factors on strength and deformation characteristics of sand at low pressures. Soils and Foundations, 26, 105–114. doi:https://doi.org/10.1248/cpb.37.3229
- Thornton, C., 2000. Numerical simulations of deviatoric shear deformation of granular media. Géotechnique, 50, 43–53. doi:https://doi.org/10.1680/geot.2000.50.1.43
- Thornton, C. and Zhang, L., 2010. On the evolution of stress and microstructure during general 3D deviatoric straining of granular media. Géotechnique, 60, 333–341. doi:https://doi.org/10.1680/geot.2010.60.5.333
- Wang, J. and Gutierrez, M., 2010. Discrete element simulations of direct shear specimen scale effects. Géotechnique, 60, 395–409. doi:https://doi.org/10.1680/geot.2010.60.5.395
- Wong, R.K.S. and Arthur, J.R.F., 1985. Induced and inherent anisotropy in sand. Geotechnique, 35, 471–481. doi:https://doi.org/10.1080/19397030902947041
- Yang, L.T., et al., 2016. A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding. Acta Geotechnica, 11, 1111–1129. doi:https://doi.org/10.1007/s11440-015-0423-7
- Yimsiri, S. and Soga, K., 2010. DEM analysis of soil fabric effects on behaviour of sand. Géotechnique, 60, 483–495. doi:https://doi.org/10.1680/geot.2010.60.6.483
- Zhao, J. and Guo, N., 2015. The interplay between anisotropy and strain localisation in granular soils: a multiscale insight. Géotechnique, 65, 642–656. doi:https://doi.org/10.1680/geot.14.P.184
- Zheng, J. and Hryciw, R.D., 2015. Traditional soil particle sphericity, roundness and surface roughness by computational geometry. Géotechnique, 65, 494–506. doi:https://doi.org/10.1680/geot.14.P.192
- Zheng, J. and Hryciw, R.D., 2017. Particulate material fabric characterization by rotational haar wavelet transform. Computers and Geotechnics, 88, 46–60. doi:https://doi.org/10.1016/j.compgeo.2017.02.021
- Zheng, J. and Hryciw, R.D., 2018. Cross-anisotropic fabric of sands by wavelet-based simulation of human cognition. Soils and Foundations, 58, 1028–1041. doi:https://doi.org/10.1016/j.sandf.2018.06.001