Citation: | Chao-min Shen, Si-hong Liu, Liu-jiang Wang, Ji-du Yu, Hao Wei, Ping Wu. 2022: Packing, compressibility, and crushability of rockfill materials with polydisperse particle size distributions and implications for dam engineering. Water Science and Engineering, 15(4): 358-366. doi: 10.1016/j.wse.2022.07.003 |
Afshar, T., Disfani, M.M., Arulrajah, A., Narsilio, G.A., Emam, S., 2017.Impact of particle shape on breakage of recycled construction and demolition aggregates. Powder Technol. 308, 1-12. https://doi.org/10.1016/j.powtec.2016.11.043.
|
Altuhafi, F., Baudet, B.A., Sammonds, P., 2010. The mechanics of subglacial sediment: An example of new “transitional” behaviour. Can. Geotech. J. 47(7), 775-790. https://doi.org/10.1139/T09-136.
|
Altuhafi, F., Coop, M.R., 2011. Changes to particle characteristics associated with the compression of sands. Geotechnique 61(6), 459-471. https://doi.org/10.1680/geot.9.P.114.
|
Bauer, E., 1996. Calibration of a comprehensive hypoplastic model for granular materials. Soils Found. 36(1), 13-26. https://doi.org/10.3208/sandf.36.13.
|
Bauer, E., Safikhani, S., Li, L., 2019. Numerical simulation of the effect of grain fragmentation on the evolution of microstructure quantities. Meccanica 54(4), 631-642. https://doi.org/10.1007/s11012-019-00953-0.
|
de Bono, J.P., McDowell, G.R., 2020. On the packing and crushing of granular materials. Int. J. Solid Struct. 187, 133-140. https://doi.org/10.1016/j.ijsolstr.2018.07.011.
|
Einav, I., 2007. Breakage mechanicsdPart I: Theory. J. Mech. Phys. Solid. 55(6), 1274-1297. https://doi.org/10.1016/j.jmps.2006.11.003.
|
Frossard, É., Hu, W., Dano, C., Hicher, P.Y., 2012. Rockfill shear strength evaluation: A rational method based on size effects. Geotechnique 62(5), 415-427. https://doi.org/10.1680/geot.10.P.079.
|
Guo, Q., Chen, X., Liu, H., 2012. Experimental research on shape and size distribution of biomass particle. Fuel 94, 551-555. https://doi.org/ 10.1016/j.fuel.2011.11.041.
|
Hunter, G., Fell, R., 2003. Rockfill modulus and settlement of concrete face rockfill dams. J. Geotech. Geoenviron. 129(10), 909-917. https://doi.org/ 10.1061/(ASCE)1090-0241 (2003)129:10(909).
|
Lade, P.V., Yamamuro, J.A., Bopp, P.A., 1996. Significance of particle crushing in granular materials. J. Geotech. Eng. 122(4), 309-316. https://doi.org/10.1061/(ASCE)0733-9410 (1996)122:4(309).
|
Lee, K.L., Farhoomand, I., 1967. Compressibility and crushing of granular soil in anisotropic triaxial compression. Can. Geotech. J. 4(1), 68-86. https://doi.org/10.1139/t67-012.
|
Ma, G., Zhou, W., Chang, X.L., Yuan, W., 2014. Combined FEM/DEM modeling of triaxial compression tests for rockfills with polyhedral particles. Int. J. GeoMech. 14(4), 04014014. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000372.
|
Marsal, R.J., 1973. Mechanical properties of rockfill. In: Hirschfeld, R.C., Poulos, S.J. (Eds.), Embankment-dam Engineering. John Wiley & Sons, New York, pp. 109-200. https://doi.org/10.1016/0148-9062(75)90138-2.
|
McDowell, G.R., Bolton, M.D., Robertson, D., 1996. The fractal crushing of granular materials. J. Mech. Phys. Solid. 44(12), 2079-2102. https://doi.org/10.1016/S0022-5096(96)00058-0.
|
Minh, N.H., Cheng, Y.P., 2013. A DEM investigation of the effect of particlesize distribution on one-dimensional compression. Geotechnique 63(1), 44-53. https://doi.org/10.1680/geot.10.P.058.
|
Nakata, Y., Kato, Y., Hyodo, M., Hyde, A.F., Murata, H., 2001. One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength. Soils Found. 41(2), 39-51. https://doi.org/ 10.3208/sandf.41.2_39.
|
Ovalle, C., Frossard, E., Dano, C., Hu, W., Maiolino, S., Hicher, P.Y., 2014.The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data. Acta Mech. 225(8), 2199-2216. https://doi.org/10.1007/s00707-014-1127-z.
|
Pestana, J.M., Whittle, A.J., 1995. Compression model for cohesionless soils.Geotechnique 45(4), 611-631. https://doi.org/10.1680/geot.1995.45. 4.611.
|
Rothenburg, L., Bathurst, R.J., 1989. Analytical study of induced anisotropy in idealized granular materials. Geotechnique 39(4), 601-614. https://doi.org/10.1680/geot.1989.39.4.601.
|
Sammis, C., King, G., Biegel, R., 1987. The kinematics of gouge deformation.Pure Appl. Geophys. 125(5), 777-812. https://doi.org/10.1007/BF00878033.
|
Shaebani, M.R., Madadi, M., Luding, S., Wolf, D.E., 2012. Influence of polydispersity on micromechanics of granular materials. Phys. Rev. E 85(1), 011301. https://doi.org/10.1103/PhysRevE.85.011301.
|
Shen, C., Liu, S., Wang, Y., 2017. Microscopic interpretation of onedimensional compressibility of granular materials. Comput. Geotech. 91, 161-168. https://doi.org/10.1016/j.compgeo.2017.07.010.
|
Shen, C., Liu, S., Wang, L., Wang, Y., 2019a. Micromechanical modeling of particle breakage of granular materials in the framework of thermomechanics. Acta Geotech 14(4), 939-954. https://doi.org/10.1007/s11440-018-0692-z.
|
Shen, C., Liu, S., Xu, S., Wang, L., 2019b. Rapid estimation of maximum and minimum void ratios of granular soils. Acta Geotech 14(4), 991-1001.
|
https://doi.org/10.1007/s11440-018-0714-x.
|
Tyler, S.W., Wheatcraft, S.W., 1992. Fractal scaling of soil particle-size distributions: Analysis and limitations. Soil Sci. Soc. Am. J. 56(2), 362-369.
|
https://doi.org/10.2136/sssaj1992.03615995005600020005x.
|
Xiao, Y., Liu, H., Chen, Y., Chu, J., 2014a. Influence of intermediate principal stress on the strength and dilatancy behavior of rockfill material. J. Geotech. Geoenviron. 140(11), 04014064. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001178.
|
Xiao, Y., Liu, H., Chen, Y., Jiang, J., 2014b. Bounding surface model for rockfill materials dependent on density and pressure under triaxial stress conditions. J. Eng. Mech. 140(4), 04014002. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000702.
|
Xiao, Y., Coop, M.R., Liu, H., Liu, H., Jiang, J., 2016a. Transitional behaviors in well-graded coarse granular soils. J. Geotech. Geoenviron. 142(12), 06016018. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001551.
|
Xiao, Y., Liu, H., Ding, X., Chen, Y., Jiang, J., Zhang, W., 2016b. Influence of particle breakage on critical state line of rockfill material. Int. J. GeoMech. 16(1), 04015031. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000538.
|
Xiao, Y., Long, L., Matthew Evans, T., Zhou, H., Liu, H., Stuedlein, A.W., 2019. Effect of particle shape on stress-dilatancy responses of mediumdense sands. J. Geotech. Geoenviron. 145(2), 04018105. https://doi.org/ 10.1061/(ASCE)GT.1943-5606.0001994.
|
Xu, B., Zou, D., Liu, H., 2012. Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model. Comput. Geotech. 43, 143-154. https://doi.org/10.1016/j.compgeo.2012.03.002.
|
Yamamuro, J.A., Bopp, P.A., Lade, P.V., 1996. One-dimensional compression of sands at high pressures. J. Geotech. Eng. 122(2), 147-154. https://doi.org/10.1061/(ASCE)0733-9410 (1996)122:2(147).
|
Zhang, X., 2015. Particle Breakage in Uniform and Gap-graded Soils. Ph.D.Dissertation. Hong Kong University, Hong Kong.
|
Zhang, Y.D., Buscarnera, G., Einav, I., 2016. Grain size dependence of yielding in granular soils interpreted using fracture mechanics, breakage mechanics and Weibull statistics. Geotechnique 66(2), 149-160. https://doi.org/10.1680/jgeot.15.P.119.
|
Zhao, H.F., Zhang, L.M., Chang, D.S., 2013. Behavior of coarse widely graded soils under low confining pressures. J. Geotech. Geoenviron. 139(1), 35-48. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000755.
|
Zhou, J.W., Liu, Y., Du, C.L., Liu, S.Y., 2017. Effect of the particle shape and swirling intensity on the breakage of lump coal particle in pneumatic conveying. Powder Technol. 317, 438-448. https://doi.org/10.1016/j.powtec.2017.05.034.
|
Zhou, W., Hua, J., Chang, X., Zhou, C., 2011. Settlement analysis of the Shuibuya concrete-face rockfill dam. Comput. Geotech. 38(2), 269-280.https://doi.org/10.1016/j.compgeo.2010.10.004.
|