Abstract
The focus of the present paper is on constitutive modelling of the influence of grain fragmentation on the mechanical behaviour of cohesionless granular materials like sand, gravel or broken rock. To this end the so-called solid hardness of a grain assembly is defined within a continuum description and is a key parameter for modelling the effect of both grain fragmentation and grain rearrangement. While in the original version by Bauer the solid hardness is a constant parameter, an extended concept has recently been proposed where the solid hardness is considered as a state dependent quantity. The general format of the evolution equation for the solid hardness allows the modelling of the influence of various factors on grain fragmentation. Such factors are, for instance, an increase in the mean stress, the deviatoric stress and the rotation resistance of particles and also a time dependent process caused by progressive weathering. The embedding of the solid hardness into hypoplasticity follows the consistency condition originally proposed by Gudehus. In this paper the consistency condition is also applied to proposed constitutive equations for time independent as well as rheological material properties. The performance of these different models is verified with experiments.
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ABAQUS Software. Dassault Systèmes (2017)
Alikarami, R., Andò, E., Gkiousas-Kapnisis, M., Torabi, A., Viggiani, G.: Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography. Acta Geotechnica 10, 15–30 (2015)
Alonso, E.E., Cardoso, R.: Behavior of materials for earth and rockfill dams: perspective from unsaturated soil mechanics. Front. Archit. Civ. Eng. China 4(1), 1–39 (2010). https://doi.org/10.1007/s11709-010-0013-6
Ando, E., Hall, S.A., Viggiani, G., Desrues, J., Besuelle, P.: Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach. Acta Geotechnica 7, 1–13 (2012)
Bauer, E.: Constitutive modelling of critical states in hypoplasticity. In: Proceedings of the Fifth International Symposium on Numerical Models in Geomechanics, pp. 15–20. Balkema, Davos (1995)
Bauer, E.: Calibration of a comprehensive hypoplastic model for granular materials. Soils Found. 36(1), 13–26 (1996)
Bauer, E., Herle, I.: Stationary states in hypoplasticity. In: Kolymbas, D. (ed.) Constitutive Modelling of Granular Materials, pp. 167–192. Springer, Heidelberg (2000)
Bauer, E.: Conditions for embedding Casagrande’s critical states into hypoplasticity. Mech. Cohesive-Frictional Mater. 5, 125–148 (2000)
Bauer, E., Huang, W., Wu, W.: Investigation of shear banding in an anisotropic hypoplastic material. Solids Struct. 41, 5903–5919 (2004)
Bauer, E.: Hypoplastic modelling of moisture-sensitive weathered rockfill materials. Acta Geotechnica 4, 261–72 (2009)
Bauer, E., Fu, Z., Liu, S.: Influence of pressure and density on the rheological properties of rockfills. Front. Struct. Civil Eng. 6, 25–34 (2012). https://doi.org/10.1007/s11709-012-0143-0
Bauer, E., Li, L., Huang, W.: Hypoplastic constitutive modelling of grain damage under plane shearing. In: Bifurcation and Degradation of Geomaterials in the New Millennium, pp. 181–187 (2015)
Bauer, E.: Simulation of the influence of grain damage on the evolution of shear strain localization. In: Albers, B., Kuczma, M. (eds.) Continuous Media with Microstructure, vol. 2, pp. 231–244. Springer, Cham (2016). ISBN 978-3-319-28239-8
Bauer, E., Li, L., Khosravi, M.: Modelling grain damage under plane strain compression using a micro-polar continuum. In: Papamichos, E., Papanastasiou, P., Pasternak, E., Dyskin, A. (eds.) Proceedings of the 11th International Workshop on Bifurcation and Degradation in Geomaterials Dedicated to Hans Muhlhaus, Limassol, Cyprus, May 21–25 2017. Geomechanics and Geoengineering, pp. 539-546. Springer, Heidelberg (2017). https://doi.org/10.1007/978-3-319-56397-8, ISBN 978-3-319-56396-1
Bolton, M.D., Nakata, Y., Cheng, Y.P.: Micro- and macro-mechanical behavior of DEM crushable materials. Géotechnique 58(6), 471–480 (2008)
Coop, M.R., Sorensen, K.K., Freitas, T.B., Georgoutsos, G.: Particle breakage during shearing of a carbonate sand. Géotechnique 58(6), 471–480 (2004)
Daouadji, A., Hicher, P.Y., Rahma, A.: An elastoplastic model for granular materials taking into account grain breakage. Eur. J. Mech. A/Solids 20, 113–137 (2001)
Ebrahimian, B., Bauer, E.: Numerical simulation of the effect of interface friction of a bounding structure on shear deformation in a granular soil. Int. J. Numer. Anal. Methods Geomech. 36, 1486–1506 (2012)
Einav, I.: Breakage mechanics-part I: theory. J. Mech. Phys. Solids 55(6), 1274–1297 (2007)
Einav, I.: Breakage mechanics-Part II: modelling granular materials. J. Mech. Phys. Solids 55(6), 1298–1320 (2007)
Fu, Z.Z., Bauer, E.: Hypoplastic constitutive modelling of the long term behaviour and wetting deformation of weathered granular materials. In: Bauer, E., Semprich, S. Zenz, G. (eds.) Proceedings of the 2nd International Conference on Long Term Behaviour of Dams, Graz, Austria, pp. 473–478 (2009). ISBN 978-3-85125-070-1
Fu, R., Hua, X., Zhou, B.: Discrete element modeling of crushable sands considering realistic particle shape effect. Comput. Geotech. 91, 179–191 (2017)
Garga, V.K., Infante Sedano, J.A.: Steady state strength of sands in a constant volume ring shear apparatus. Geotech. Test. J. 25, 414–421 (2002)
Gudehus, G.: A comprehensive constitutive equation for granular materials. Soils Found. 36(1), 1–12 (1996)
Gudehus, G.: A visco-hypoplastic constitutive relation. Soils Found 44(4), 11–25 (2004)
Gudehus, G., Nübel, K.: Evolution of shear bands in sand. Géotechnique 54, 187–201 (2004)
Gudehus, G.: Physical Soil Mechanics. Advances in Geophysical and Environmental Mechanics and Mathematics. Springer, Heidelberg (2011)
Hardin, B.O.: Crushing of soil particles. J. Geotech. Eng. 111(10), 1177–1192 (1985)
Herle, I., Gudehus, G.: Determination of parameters of a hypoplastic constitutive model from grain properties. Mech. Cohesive-Frictional Mater. 4, 461–486 (1999)
Huang, W.: Hypoplastic modelling of shear localisation in granular materials. Ph.D. thesis, Graz University of Technology, Austria (2000)
Huang, W., Nübel, K., Bauer, E.: A polar extension of hypoplastic model for granular material with shear localization. Mech. Mater. 34, 563–576 (2002)
Huang, W., Bauer, E.: Numerical investigations of shear localization in a micro-polar hypoplastic material. Int. J. Numer. Anal. Methods Geomech. 27, 325–352 (2003)
Jaky, J.: Pressure in silos. In: 2nd ICSMFE, London, vol. 1, pp. 103–107 (1948)
Khosravi, M., Linke Li, L., Bauer E.: Numerical simulation of post construction deformation of a concrete face rockfill dam. In: Noorzad, A., Bauer, E., Ghaemian, M., Ebrahimian, B. (eds.) Proceedings of the 4th International Conference on Long-Term Behaviour and Environmentally Friendly Rehabilitation Technologies of Dams, LTBD 2017, pp. 307–314. Verlag der Technischen Universität Graz (2017). ISBN 978-3-85125-564-5
Kolymbas, D., Bauer, E.: Soft oedometer – a new testing device and its application for the calibration of hypoplastic constitutive laws. Geotech. Test. J. GTJODJ 16(2), 263–270 (1993)
Laufer, I.: Grain crushing and high-pressure oedometer tests simulated with the discrete element method. Granul. Matter 17, 389 (2015). https://doi.org/10.1007/s10035-015-0559-z
Li, G., X.: Triaxial wetting experiments on rockfill materials used in Xiaolangdi earth dam. Research report from Tsinghua University (1988)
Li, L., Wang, Z., Liu, S., Erich Bauer, E.: Calibration and performance of two different constitutive models for rockfill materials. Water Sci. Eng. 9(3), 227–239 (2016). https://doi.org/10.1016/j.wse.2016.11.005
Luzzani, L., Coop, M.R.: On the relationship between particle breakage and the critical state of sand. Soils Found. 42(2), 71–82 (2002)
Matsuoka, H., Nakai, T.: Stress-strain relationship of soil based on the ‘SMP’. In: Proceedings of Speciality Session 9, IX International Conference on Soil Mechanics and Foundation Engineering, Tokyo, pp. 153–162 (1977)
McDowell, G.R., Bolton, M.D.: On the micromechanics of crushable aggregates. Geóeteehnique 4S(5), 667–679 (1998)
Nakata, Y., Hyodo, M., Hyde, A.F., Kato, Y., Murata, H.: Microscopic particle crushing of sand subjected to high pressure one-dimensional compression. Soils Found. 41(1), 69–82 (2001)
Nguyen, G.D., Einav, I.: Numerical regularization of a model based on breakage mechanics for granular materials. Int. J. Solids Struct. 47(10), 1350–1360 (2010)
Niemunis, A., Herle, I.: Hypoplastic model for cohesionless soils with elastic strain range. Mech. Cohesive-Frictional Mater. 2(4), 279–299 (1997)
Ohde, J.: Zur Theorie der Druckverteilung im Baugrund. Bauingenieur 20, 451–459 (1939)
Oldecop, L.A., Alonso, E.E.: Theoretical investigation of the time-dependent behaviour of rockfill. Géotechnique 57(3), 289–301 (2007)
Ovalle, C., Frossard, E., Dano, C., Hu, W., Maiolino, S., Hicher, P.-Y.: The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data. Acta Mechanica 225(8), 2199–2216 (2014)
Ovalle, C., Dano, C., Hicher, P.Y., Cisternas, M.: An experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio. Can. Geotech. J. 52, 1–12 (2015)
Sadrekarimi, A., Olson, S.M.: Particle damage observed in ring shear tests on sands. Can. Geotech. J. 47(5), 497–515 (2010)
Sadrekarimi, A., Olson, S.M.: Critical state friction angle of sands. Géotechnique 61(9), 771–783 (2011)
Salim, W., Indraratna, B.: A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage. Can. Geotech. J. 41, 657–671 (2004)
Tejchman, J., Bauer, E.: Numerical simulation of shear band formation with a polar hypoplastic constitutive model. Comput. Geotech. 19, 221–44 (1996)
von Wolffersdorff, P.A.: A hypoplastic relation for granular materials with a predefined limit state surface. Mech. Cohesive-Frictional Mater. 1, 251–271 (1996)
Wu, W., Bauer, E.: A hypoplastic model for barotropy and pyknotropy of granular soils. In: Kolymbas, D. (ed.) Proceedings of the International Workshop on Modern Approaches to Plasticity, pp. 225–245. Elsevier Press, Amsterdam (1992–1993)
Wu, W., Bauer, E., Kolymbas, D.: Hypoplastic constitutive model with critical state for granular materials. Mech. Mat. 23, 45–69 (1996)
Yamamuro, J.A., Bopp, P.A., Lade, P.V.: One-dimensional compression of sands at high pressures. J. Geotech. Eng. ASCE 122(2), 147–154 (1996)
Acknowledgements
The author wishes to thank Professor W. Huang and Dr. Z. Fu for the fruitful discussion of extended numerical tools used for the simulations. The assistance of Dr. L. Li and Mr. S. Safikhani in preparing the drawings presented in the paper is gratefully acknowledged.
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Bauer, E. (2019). Modelling Grain Fragmentation in Hypoplasticity. In: Wu, W. (eds) Desiderata Geotechnica. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-030-14987-1_1
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