Poisson’s ratio of granular materials for Mohr-Coulomb elastoplastic model

References

• G. Hunter and R. Fell, Rockfill modulus and settlement of concrete face rockfill dams, J. Geotech. Geoenviron. Eng 129 (10) (2003), pp. 909–917. doi:10.1061/(ASCE)1090-0241(2003)129:10(909).
   Web of Science ®Google Scholar
• B.H.G. Brady and E.T. Brown, Rock Mechanics: For Underground Mining, 3rd edition, Springer, New York, 2006.
   Google Scholar
• M. Budhu, Soil Mechanics and Foundations, 3rd edition, New York, Wiley, 2010.
   Google Scholar
• B.M. Das, K. Sobhan, and K. Sobhan, Principles of Geotechnical Engineering, Cengage Learning, Australia, 2018.
   Google Scholar
• K.A. Alshibli and M.B. Cil, Influence of particle morphology on the friction and dilatancy of sand, J. Geotech. Geoenviron. Eng. 144 (3) (2018). doi:10.1061/(ASCE)GT.1943-5606.0001841
   Web of Science ®Google Scholar
• K. Been and M. Jefferies, Stress-dilatancy in very loose sand, Can. Geotech. J. 41 (5) (2004), pp. 972–989. doi:10.1139/t04-038.
   Web of Science ®Google Scholar
• A. Daouadji, H. AlGali, F. Darve, and A. Zeghloul, Instability in granular materials: Experimental evidence of diffuse mode of failure for loose sands, J. Eng. Mech 136 (5) (2010), pp. 575–588. doi:10.1061/(ASCE)EM.1943-7889.0000101.
   Web of Science ®Google Scholar
• A. Daouadji, P.Y. Hicher, and A. Rahma, An elastoplastic model for granular materials taking into account grain breakage, Eur. J. Mech. - A/Solids 20 (1) (2001), pp. 113–137. doi:10.1016/S0997-7538(00)01130-X.
   Google Scholar
• M. Hassanlourad, H. Salehzadeh, and H. Shahnazari, Dilation and particle breakage effects on the shear strength of calcareous sands based on energy aspects, Int. J. Civ. Eng. 6 (2) (2008), pp. 108–119.
   Web of Science ®Google Scholar
• S.H. He, H.F. Shan, T.D. Xia, Z.J. Liu, Z. Ding, and F. Xia, The effect of temperature on the drained shear behavior of calcareous sand, Acta Geotech. 16 (2) (2020), pp. 613–633. doi:10.1007/s11440-020-01030-7.
   Web of Science ®Google Scholar
• R. Hirschfeld and S. Poulos, High-pressure triaxial tests on a compacted sand and an undisturbed silt, in Laboratory Shear Testing of Soils, ASTM, Philadelphia, 1964, pp. 329–339.
   Google Scholar
• S. Nanda, V. Sivakumar, S. Donohue, and S. Graham, Small-strain behaviour and crushability of Ballyconnelly carbonate sand under monotonic and cyclic loading, Can. Geotech. J. 55 (7) (2018), pp. 979–987. doi:10.1139/cgj-2016-0522.
   Web of Science ®Google Scholar
• F. Ning, J. Liu, X. Kong, and D. Zou, Critical state and grading evolution of rockfill material under different triaxial compression tests, Int. J. Geomech. 20 (2) (2020). doi:10.1061/(ASCE)GM.1943-5622.0001550
   Web of Science ®Google Scholar
• T. Omar and A. Sadrekarimi, Specimen size effects on behavior of loose sand in triaxial compression tests, Can. Geotech. J. 52 (6) (2015), pp. 732–746. doi:10.1139/cgj-2014-0234.
   Web of Science ®Google Scholar
• J. Wang, S. Chi, X. Shao, Q. Yang, and Y. Guo, Determination of the mechanical parameters of the microstructure of rockfill materials in triaxial compression DEM simulation, Comput. Geotech. 137 (2021), pp. 104265. doi:10.1016/j.compgeo.2021.104265.
   Web of Science ®Google Scholar
• J.A. Yamamuro and P.V. Lade, Drained sand behavior in axisymmetric tests at high pressures, J. Geotech. Engrg. 122 (2) (1996), pp. 109–119. doi:10.1061/(ASCE)0733-9410(1996)122:2(109).
   Google Scholar
• T. Schanz, P. Vermeer, and P.G. Bonnier, The hardening soil model: Formulation and verification, in Beyond 2000 in Computational Geotechnics, Routledge, 1999, pp. 281–296. 10.1201/9781315138206-27
   Google Scholar
• Y. Xiao, Y. Sun, F. Yin, H. Liu, and J. Xiang, Constitutive modeling for transparent granular soils, Int. J. Geomech. 17 (7) (2017). doi:10.1061/(ASCE)GM.1943-5622.0000857
   Web of Science ®Google Scholar
• Z.Y. Yin, P.Y. Hicher, C. Dano, and Y.F. Jin, Modeling mechanical behavior of very coarse granular materials, J. Eng. Mech. 143 (1) (2017). doi:10.1061/(ASCE)EM.1943-7889.0001059
   Web of Science ®Google Scholar
• A. Bishop, D. L. Webb, and A. E. Skinner, Triaxial tests on soil at elevated cell pressures. Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, 1965; 2:170–174.
   Google Scholar
• F.Q. Chen, Y.J. Lin, J.T. Yang, and M. Huang, Passive earth pressure of narrow cohesionless backfill against rigid retaining walls rotating about the base, Int. J. Geomech. 21 (1) (2021). doi:10.1061/(ASCE)GM.1943-5622.0001889
   Web of Science ®Google Scholar
• J.M. Duncan and C.Y. Chang, Nonlinear analysis of stress and strain in soils, J. Soil Mech. and Found. Div. 96 (5) (1970), pp. 1629–1653. doi:10.1061/JSFEAQ.0001458.
   Google Scholar
• M. Jafari, M. Shahsavari, and M. Grabinsky, Effect of lubricated-end-platens on the behavior of cemented paste backfill under triaxial loading. Conference Proceedings, Edmonton, Geo Edmonton. 2018.
   Google Scholar
• P.V. Lade and P.A. Bopp, Relative density effects on drained sand behavior at high pressures, Soils Found. 45 (1) (2005), pp. 1–13.
   Web of Science ®Google Scholar
• C. Ovalle, S. Linero, C. Dano, E. Bard, P.-Y. Hicher, and R. Osses, Data compilation from large drained compression triaxial tests on coarse crushable rockfill materials, J. Geotech. Geoenviron. Eng. 146 (9) (2020). doi:10.1061/(ASCE)GT.1943-5606.0002314
   Web of Science ®Google Scholar
• Y. Li, M. Otsubo, and R. Kuwano, Interpretation of static and dynamic Young’s moduli and Poisson’s ratio of granular assemblies under shearing, Comput. Geotech. 142 (2022), pp. 104560. doi:10.1016/j.compgeo.2021.104560.
   Web of Science ®Google Scholar
• L.P. Suwal and R. Kuwano, Statically and dynamically measured Poisson’s ratio of granular soils on triaxial laboratory specimens, Geotech. Test. J. 36 (4) (2013). doi:10.1520/GTJ20120108
   Web of Science ®Google Scholar
• P.V. Lade, Triaxial Testing of Soils, John Wiley & Sons, 2016. 10.1002/9781119106616
   Google Scholar
• X. Gu, J. Yang, and M. Huang, Laboratory measurements of small strain properties of dry sands by bender element, Soils Found. 53 (5) (2013), pp. 735–745. doi:10.1016/j.sandf.2013.08.011.
   Web of Science ®Google Scholar
• S. Chen, L. Kong, and G. Xu, An effective way to estimate the Poisson’s ratio of silty clay in seasonal frozen regions, Cold Reg. Sci. Technol. 154 (2018), pp. 74–84. doi:10.1016/j.coldregions.2018.06.003.
   Web of Science ®Google Scholar
• Itasca. Flac3D - Fast Lagrangian Analysis of Continua in 3 Dimensions, Ver. 6.0, Itasca Consulting Group, Inc., Minneapolis, 2019.
   Google Scholar
• L. Li, Special issue on numerical modelling in civil and mining geotechnical engineering, Processes 10 (8) (2022), pp. 1571. doi:10.3390/pr10081571.
   Web of Science ®Google Scholar
• R.D. Holtz and W.D. Kovacs, An Introduction to Geotechnical Engineering, Prentice-Hall, Englewood Cliffs, 1981.
   Google Scholar
• X. Wang, C.Q. Zhu, X.Z. Wang, and Y. Qin, Study of dilatancy behaviors of calcareous soils in a triaxial test, Mar. Georesour. Geotec. 37 (9) (2018), pp. 1057–1070. doi:10.1080/1064119X.2018.1526236.
   Web of Science ®Google Scholar