Abstract
While laboratory evidence suggests that particle crushing generates nonnegligible rate-dependence in granular materials, few constitutive laws reproduce such effects in light of grain-scale fracture mechanisms. This paper presents a continuum breakage model with adaptive fluidity aimed at simulating seamlessly the compression of crushable sands across loading regimes spanning both quasi-static and dynamic conditions. For this purpose, the macroscopic fluidity of the material is modeled through concepts inspired by dynamic fracture mechanics and granular solid hydrodynamics. Specifically, the relationship between dynamic grain-scale processes and bulk dissipation relies on the evolution of a state variable linked to microscale entropy fluctuations, here referred to as breakage temperature. The model performance is assessed by reproducing the results of Split-Hopkinson bar compression tests conducted at different strain rates. It is shown that, compared to a correspondent viscous-breakage model characterized by stationary fluidity, the incorporation of adaptive rate-dependence leads to an improved model performance, in that it enables the compression/breakage response to be captured accurately without ad hoc adjustments of the viscous properties.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The data used to carry out the analyses were obtained from the available technical literature.
Acknowledgments
The authors gratefully acknowledge financial support of this work by the Solid Mechanics program of the US Army Research Office (Grant No. W911NF-18-1-0035).
References
Akers, S. A. 1986. Uniaxial strain response of Enewetak Beach sand. Vicksburg, MS: US Army Engineer Waterways Experiment Station.
Andrade, E. D. C. 1930. “The viscosity of liquids.” Nature 125 (3148): 309–310. https://doi.org/10.1038/125309b0.
Bhat, H. S., A. J. Rosakis, and C. G. Sammis. 2012. “A micromechanics based constitutive model for brittle failure at high strain rates.” J. Appl. Mech. 79 (3): 031016. https://doi.org/10.1115/1.4005897.
Buscarnera, G., and A. Das. 2016. “Chemo-mechanics of cemented granular solids subjected to precipitation and dissolution of mineral species.” Int. J. Numer. Anal. Methods Geomech. 40 (9): 1295–1320. https://doi.org/10.1002/nag.2486.
Charles, R. J. 1958. “Static fatigue of glass. I.” J. Appl. Phys. 29 (11): 1549–1553. https://doi.org/10.1063/1.1722991.
De Groot, S. R., and P. Mazur. 2013. Non-equilibrium thermodynamics. Amsterdam, Netherlands: Courier Corporation.
De Pater, I., and J. J. Lissauer. 2015. Planetary sciences. Cambridge, UK: Cambridge University Press.
Einav, I. 2007a. “Breakage mechanics—Part I: Theory.” J. Mech. Phys. Solids 55 (6): 1274–1297. https://doi.org/10.1016/j.jmps.2006.11.003.
Einav, I. 2007b. “Breakage mechanics—Part II: Modelling granular materials.” J. Mech. Phys. Solids 55 (6): 1298–1320. https://doi.org/10.1016/j.jmps.2006.11.004.
Einav, I. 2007c. “Fracture propagation in brittle granular matter.” Proc. R. Soc. A: Math. Phys. Eng. Sci. 463 (2087): 3021–3035. https://doi.org/10.1098/rspa.2007.1898.
Einav, I., and J. R. Valdes. 2008. “On comminution and yield in brittle granular mixtures.” J. Mech. Phys. Solids 56 (6): 2136–2148. https://doi.org/10.1016/j.jmps.2008.02.002.
Farr, J. V., and R. D. Woods. 1988. “A device for evaluating one-dimensional compressive loading rate effects.” Geotech. Test. J. 11 (4): 269–275. https://doi.org/10.1520/GTJ10658J.
Freund, L. B. 1972. “Crack propagation in an elastic solid subjected to general loading—I. Constant rate of extension.” J. Mech. Phys. Solids 20 (3): 129–140. https://doi.org/10.1016/0022-5096(72)90006-3.
Freund, L. B. 1998. Dynamic fracture mechanics. Cambridge, UK: Cambridge University Press.
Goldhirsch, I. 2008. “Introduction to granular temperature.” Powder Technol. 182 (2): 130–136. https://doi.org/10.1016/j.powtec.2007.12.002.
Hartley, R. R., and R. P. Behringer. 2003. “Logarithmic rate dependence of force networks in sheared granular materials.” Nature 421 (6926): 928–931. https://doi.org/10.1038/nature01394.
Houlsby, G. T., and A. M. Puzrin. 2007. Principles of hyperplasticity: An approach to plasticity theory based on thermodynamic principles. New York: Springer.
Huang, J., S. Xu, and S. Hu. 2014. “Influence of particle breakage on the dynamic compression responses of brittle granular materials.” Mech. Mater. 68 (Jan): 15–28. https://doi.org/10.1016/j.mechmat.2013.08.002.
Iskander, M., M. Omidvar, and S. Bless. 2015. “Behavior of granular media under high strain-rate loading.” In Rapid penetration into granular media: Visualizing the fundamental physics of rapid earth penetration, 11–63. Amsterdam, Netherlands: Elsevier.
Jackson, J. G., Jr., J. Q. Ehrgott, and B. Rohani. 1979. Loading rate effects on compressibility of sand. Vicksburg, MS: US Army Engineer Waterways Experiment Station.
Jiang, Y., and M. Liu. 2009. “Granular solid hydrodynamics.” Granular Matter 11 (3): 139. https://doi.org/10.1007/s10035-009-0137-3.
Karimpour, H., and P. V. Lade. 2010. “Time effects relate to crushing in sand.” J. Geotech. Geoenviron. Eng. 136 (9): 1209–1219. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000335.
Landau, L. D., and E. M. Lifshitz. 1987. Fluid mechanics. 2nd ed. Oxford, UK: Pergamon Press.
Langston, P. A., U. Tüzün, and D. M. Heyes. 1995. “Discrete element simulation of granular flow in 2D and 3D hoppers: Dependence of discharge rate and wall stress on particle interactions.” Chem. Eng. Sci. 50 (6): 967–987. https://doi.org/10.1016/0009-2509(94)00467-6.
Liggio, C. D. J. 2001. Experimental study and modeling of instability and time effects of granular materials. Baltimore: Johns Hopkins Univ.
Marinelli, F., and G. Buscarnera. 2019. “Anisotropic breakage mechanics: From stored energy to yielding in transversely isotropic granular rocks.” J. Mech. Phys. Solids 129 (Aug): 1–18. https://doi.org/10.1016/j.jmps.2019.04.013.
Matsushima, T. 2013. Effect of grain scale properties on bulk deformation of granular deposits due to high speed projectile impact. Tsukuba, Japan: Tsukuba Univ. Ibaraki.
Matsushita, M., F. Tatsuoka, J. Koseki, B. Cazacliu, and H. Benedetto. 1999. “Time effects on the pre-peak deformation properties of sands.” In Pre-failure deformation characteristics of geomaterials, edited by M. Jamiolkowski, R. Lancellotta, and D. LoPresti, 681–689. Rotterdam, Netherlands: A.A. Balkema.
Maugis, D. 1985. “Subcritical crack growth, surface energy, fracture toughness, stick-slip and embrittlement.” J. Mater. Sci. 20 (9): 3041–3073. https://doi.org/10.1007/BF00545170.
Melosh, H. J. 1989. Impact cratering: A geologic process. Oxford, UK: Oxford University Press.
Oldecop, L. A., and E. E. Alonso. 2007. “Theoretical investigation of the time-dependent behaviour of rockfill.” Géotechnique 57 (3): 289–301.
Omidvar, M., M. Iskander, and S. Bless. 2014. “Response of granular media to rapid penetration.” Int. J. Impact Eng. 66 (Apr): 60–82. https://doi.org/10.1016/j.ijimpeng.2013.12.004.
Panagiotidou, A. I. 2017. Adaptation of granular solid hydrodynamics for modeling sand behavior. Cambridge, MA: Massachusetts Institute of Technology.
Pandeya, A., and V. M. Puri. 2012. “Rate-dependent mechanical properties of granulated pharmaceutical powder formulations.” Part. Sci. Technol. 30 (2): 119–135. https://doi.org/10.1080/02726351.2010.550988.
Rice, J. R. 1978. “Thermodynamics of the quasi-static growth of Griffith cracks.” J. Mech. Phys. Solids 26 (2): 61–78. https://doi.org/10.1016/0022-5096(78)90014-5.
Savage, S. B. 1998. “Analyses of slow high-concentration flows of granular materials.” J. Fluid Mech. 377: 1–26. https://doi.org/10.1017/S0022112098002936.
Schindler, L. 1968. Design and evaluation of a device for determining the one-dimensional compression characteristics of soils subjected to impulse-type loads. Champaign, IL: Univ. of Illinois at Urbana–Champaign.
Sohn, C., and G. Buscarnera. 2019. “Measurement and simulation of comminution rate in granular materials subjected to creep tests.” Granular Matter 21 (3): 60. https://doi.org/10.1007/s10035-019-0912-8.
Song, B., W. Chen, and V. Luk. 2009. “Impact compressive response of dry sand.” Mech. Mater. 41 (6): 777–785. https://doi.org/10.1016/j.mechmat.2009.01.003.
Tatsuoka, F. 1999. “Time-dependent deformation characteristics of stiff geomaterials in engineering practice.” In Vol. 2 of Proc., 2nd Int. Conf. Pre-Failure Deformation Characteristics of Geomaterials, edited by M. Jamiolkowski and R. Lancellotta, 1161–1262. Rotterdam, Netherlands: A.A. Balkema.
Tengattini, A., A. Das, G. D. Nguyen, G. Viggiani, S. A. Hall, and I. Einav. 2014. “A thermomechanical constitutive model for cemented granular materials with quantifiable internal variables. Part I—Theory.” J. Mech. Phys. Solids 70 (Oct): 281–296. https://doi.org/10.1016/j.jmps.2014.05.021.
Thompson, J. B. 1975. Low-velocity impact penetration of low-cohesion soil deposits. Berkeley, CA: Univ. of California.
Tromans, D. 2012. “Crack propagation in brittle materials: Relevance to minerals comminution.” Int. J. Res. Rev. Appl. Sci. 13 (2): 406–427.
Tulaczyk, S., W. B. Kamb, and H. F. Engelhardt. 2000. “Basal mechanics of ice stream B, West Antarctica: 1. Till mechanics.” J. Geophys. Res. Solid Earth 105 (B1): 463–481. https://doi.org/10.1029/1999JB900329.
Uehara, J. S., M. A. Ambroso, R. P. Ojha, and D. J. Durian. 2003. “Low-speed impact craters in loose granular media.” Phys. Rev. Lett. 90 (19): 194301. https://doi.org/10.1103/PhysRevLett.90.194301.
Wada, K., H. Senshu, and T. Matsui. 2006. “Numerical simulation of impact cratering on granular material.” Icarus 180 (2): 528–545. https://doi.org/10.1016/j.icarus.2005.10.002.
Yamamuro, J. A., A. E. Abrantes, and P. V. Lade. 2011. “Effect of strain rate on the stress-strain behavior of sand.” J. Geotech. Geoenviron. Eng. 137 (12): 1169–1178. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000542.
Yamamuro, J. A., and P. V. Lade. 1993. “Effects of strain rate on instability of granular soils.” Geotech. Test. J. 16 (3): 304–313. https://doi.org/10.1520/GTJ10051J.
Zhang, X., and C. J. Spiers. 2005. “Compaction of granular calcite by pressure solution at room temperature and effects of pore fluid chemistry.” Int. J. Rock Mech. Min. Sci. 42 (7–8): 950–960. https://doi.org/10.1016/j.ijrmms.2005.05.017.
Zhang, Y., and G. Buscarnera. 2018. “Breakage mechanics for granular materials in surface-reactive environments.” J. Mech. Phys. Solids 112 (Mar): 89–108. https://doi.org/10.1016/j.jmps.2017.11.008.
Zhang, Y. D., and G. Buscarnera. 2015. “Prediction of breakage-induced couplings in unsaturated granular soils.” Géotechnique 65 (2): 135–140. https://doi.org/10.1680/geot.14.P.086.
Zhang, Y. D., and G. Buscarnera. 2017. “A rate-dependent breakage model based on the kinetics of crack growth at the grain scale.” Géotechnique 67 (11): 953–967. https://doi.org/10.1680/jgeot.16.P.181.
Zhang, Y. D., G. Buscarnera, and I. Einav. 2016. “Grain size dependence of yielding in granular soils interpreted using fracture mechanics, breakage mechanics and Weibull statistics.” Géotechnique 66 (2): 149–160. https://doi.org/10.1680/jgeot.15.P.119.
Zhang, Z., and X. Cheng. 2013. “Formulation of Tsinghua-Thermosoil model: A fully coupled THM model based on non-equilibrium thermodynamic approach.” Int. J. Numer. Anal. Methods Geomech. 41 (4): 527–554. https://doi.org/10.1002/nag.2569.
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© 2021 American Society of Civil Engineers.
History
Received: Aug 30, 2020
Accepted: Dec 28, 2020
Published online: Mar 25, 2021
Published in print: Jun 1, 2021
Discussion open until: Aug 25, 2021
ASCE Technical Topics:
- Adaptive systems
- Dynamic models
- Engineering fundamentals
- Engineering materials (by type)
- Fluid dynamics
- Fluid mechanics
- Grain (material)
- Granular materials
- Hydrologic engineering
- Material mechanics
- Material properties
- Materials engineering
- Model accuracy
- Models (by type)
- Simulation models
- Strain
- Strain rates
- Systems engineering
- Systems management
- Water and water resources
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Cited by
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