Abstract
The discrete element method (DEM) is becoming increasingly popular for modeling the granular material. The determination of particle micro-parameters is an essential prerequisite for DEM simulations. Laboratory tri-axial compression test has often been used to calibrate particle micro-parameters for DEM simulations. However, the effect of end restraint in the conventional tri-axial test will bring about difficulty in calibrating the parameters accurately. To this end, a new computer-aided measurement method for tri-axial test, so called the whole surface deformation measurement (WSDM), is used to facilitate the parameter determination for DEM simulations. This method allows one to obtain the stress-strain and volumetric strain-strain responses of the central part of the specimen where the strain is proved to be uniform. The inter-particle sliding and rolling friction have been found to exhibit a cross effect on the macro responses of the specimen. This will cause much confusion in the calibration of the sliding and rolling friction coefficient. So a method based on contour graphs is proposed to determine the reasonable combination of the sliding and rolling friction coefficient. Keywords: DEM, micro-parameters, calibration, whole surface deformation measurement, cross effect
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References
Ai, J., Ooi, J.Y., Chen, J.F., et al.: Assessment of rolling resistance models in discrete element simulations. Powder Technol. 206, 269–282 (2011)
Belheine, N., Plassiard, J.P., Donzé, F.V., et al.: Numerical simulation of drained triaxial test using 3D discrete element modeling. Comput. Geotech. 36, 320–331 (2009)
Bishop, A.W., Green, G.E.: The influence of end restraint on the compression strength of a cohesionless soil. Géotechnique 15, 243–266 (1965)
Coetzee, C.J., Els, D.N.J.: Calibration of discrete element parameters and the modeling of silo discharge and bucket filling. Comput. Electron. Agric. 65, 198–212 (2009)
Cundall, P.A., Strack, O.D.L.: A discrete numerical model for granular assemblies. Géotechnique 29, 47–65 (1979)
Iwashita, K., Oda, M.: Rolling resistance at contacts in simulation of shear band development by DEM. J. Eng. Mech. 124, 285–292 (1998)
Jiang, M.J., Konrad, M.J., Leroueil, S.: An efficient technique for generating homogeneous specimens for DEM studies. Comput. Geotech. 30, 579–597 (2003)
Jiang, M.J., Yu, H.S., Harris, D.: A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32, 340–357 (2005)
Kuhn, M.R., Bagi, K.: Specimen size effect in discrete element simulations of granular assemblies. J. Eng. Mech. 135, 485–492 (2009)
Labuz, J.F., Bridell, J.M.: Reducing frictional constraint in compression testing through lubrication. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 30, 451–455 (2009)
Liu, X., Shao, L.T., Guo, X.X., et al.: Accuracy analysis of digital image processing system for tri-axial specimens’ whole surface deformation measurement. Chin. J. Rock Mech. Eng. 31, 2881–2887 (2012). (In Chinese)
Liu, X., Shao, L.T., Guo, X.X.: Local data analysis for eliminating end restraint of triaxial specimen. Trans. Tianjin Univ. 19, 372–380 (2013)
Marczewska, I., Rojek, J., Kačianauskas, R.: Investigation of the effective elastic parameters in the discrete element model of granular material by the triaxial compression test. Arch. Civil Mech. Eng. 16, 64–75 (2016)
Salazar, A., Saez, E., Pardo, G.: Modeling the direct shear test of a coarse sand using the 3D Discrete Element Method with a rolling friction model. Comput. Geotech. 67, 83–93 (2015)
Shao, L.T., Liu, G., Zeng, F.T., et al.: Recognition of the stress-strain curve based on the local deformation measurement of soil specimens in the tri-axial test. Geotech. Test. J. 39, 658–672 (2016)
Tong, Z.X., Fu, P.C., Zhou, S.P., et al.: Experimental investigation of shear strength of sands with inherent fabric anisotropy. Acta Geotech. 9, 257–275 (2014)
Widuliński, L., Kozicki, J., Tejchman, J.: Numerical simulations of triaxial test with sand using DEM. Arch. Civil Mech. Eng. 56, 149–171 (2009)
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Cheng, K., Wang, Y., Mo, YB., Yang, Q., Guo, Y. (2017). Determination of Micro-parameters in DEM Through the Whole Surface Deformation Measurement in the Tri-axial Test. In: Li, X., Feng, Y., Mustoe, G. (eds) Proceedings of the 7th International Conference on Discrete Element Methods. DEM 2016. Springer Proceedings in Physics, vol 188. Springer, Singapore. https://doi.org/10.1007/978-981-10-1926-5_147
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DOI: https://doi.org/10.1007/978-981-10-1926-5_147
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