Abstract
The aims of this paper are to analyze the effects of microparameters on macroparameters of flat-jointed bonded-particle materials of particle flow code in two dimensions (PFC2D) and improve the efficiency of trial-and-error method in calibration of microparameters. The trial-and-error method is always used to calibrate the microparameters for a PFC2D model, but it is time-consuming and empirical. To improve the efficiency of the trial-and-error method, the effects of microparameters on macroparameters need to be analyzed. By using the trial-and-error method, a desirable set of microparameters for a uniaxial compression PFC2D model (with a flat-joint contact model as the contact model) of limestone were calibrated to match the macroscopic properties obtained from laboratory tests. Based on the calibration set of microparameters, effects of microparameters on macroparameters of the PFC2D model were studied by the orthogonal design method. On this basis, a flowchart of calibrating microparameters via trial-and-error method was proposed. This flowchart was used to calibrate the microparameters of granite. The macroparameters and failure characteristics determined from numerical simulation were very similar to those of laboratory tests, confirming the effectiveness of the proposed flowchart.
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References
Chen PY (2016) A statistics-based projection pursuit model for prediction of rock burst grades. Electronic J Geotech Eng 21(1):129–137
Cho N, Martin CD, Sego DC (2007) A clumped particle model for rock. Int J Rock Mech Min Sci 44(7):997–1010
Deisman N, Ivars DM, Pierce M (2008) PFC2D smooth joint contact model numerical experiments[C] In: Proceedings of geoedmonton’08. GeoEdmonton’08 Organizing Committee, Edmonton, Canada, pp. 283–287
Elliott WM, Kukunaris S, Rohed J, Liu J (1998) Multifactor analysis of variance (ANOVA) investigation into GTEM to open area test site correlation for FCC Part 15 radiated emissions tests. IEEE Int Symp Electromagn Compat 2:1100–1104
Ge Z, Gao Z, Sun R, Zheng L (2012) Mix design of concrete with recycled clay-brick-powder using the orthogonal design method. Constr Build Mater 31(6):289–293
Hofmann H, Babadagli T, Yoon JS, Zang A, Zimmermann G (2015) A grain based modeling study of mineralogical factors affecting strength, elastic behavior and micro fracture development during compression tests in granites. Eng Fract Mech 147:261–275
Itasca Consulting Group Inc (2003) Users’ Manual for Particle Flow Code in 2 Dimensions (PFC2D), version 3.0. Minneapolis, Minnesota
Itasca Consulting Group Inc (2014) Users’ Manual for Particle Flow Code (PFC), version 5.0. Minneapolis, Minnesota
Jiang MJ, Yu HS, Harris D (2006) Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses. Int J Numer Anal Methods Geomech 30(7):723–761
Jiang MJ, Yu HS, Leroueil S (2007) A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method. Int J Numer Methods Eng 69(6):1158–1193
Jiang MJ, Fanh W, Sima J (2015) Calibration of micro-parameters of parallel bonded model for rocks. J Shandong Univ (Eng Sci) 45(4):50–56
Ma S, Wang H, Wang Y, Bu H, Bai J (2011) Bio-hydrogen production from cornstalk wastes by orthogonal design method. Renew Energy 36(2):709–713
Mansouri H (1998) Multifactor analysis of variance based on the aligned rank transform technique. Comput Stat Data Anal 29(2):177–189
Potyondy DO (2012) A flat-jointed bonded-particle material for hard rock. In: Proceedings of the 46th US Rock Mechanics/Geomechanics Symposium, Chicago, 24–27
Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41:1329–1364
Poulsen BA, Adhikary DP (2013) A numerical study of the scale effect in coal strength. Int J Rock Mech Min Sci 63:62–71
Sun MJ, Tang HM, Hu XL, Ge YF, Lu S (2013) Microparameter prediction for a triaxial compression PFC3D model of rock using full factorial designs and artificial neural networks. Geotech Geol Eng 31(4):1249–1259
Tawadrous A, DeGagné D, Pierce M, Mas Ivars D (2009) Prediction of uniaxial compression PFC3D model microproperties using artificial neural networks. Int J Numer Anal Methods Geomech 33:1953–1962
Yoon JS (2007) Application of experimental design and optimization to PFC model calibration in uniaxial compression simulation. Int J Rock Mech Min Sci 44:871–889
Yoon JS, Zang A, Stephansson O (2012) Simulating fracture and friction of Aue granite under confined asymmetric compressive test using clumped particle model. Int J Rock Mech Min Sci 49:68–83
Zhou Y, Wu SC, Jiao JJ, Zhang XP (2011) Research on mesomechanical parameters of rock and soil mass based on BP neural network. Rock Soil Mech 32(12):3821–3826
Zhou Y, Gao YT, Wu SC, Yan Q, Sun H (2015) An equivalent crystal model for mesoscopic behaviour of rock. Chin J Rock Mech Eng 34(3):511–519
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Chen, Py. Effects of Microparameters on Macroparameters of Flat-Jointed Bonded-Particle Materials and Suggestions on Trial-and-Error Method. Geotech Geol Eng 35, 663–677 (2017). https://doi.org/10.1007/s10706-016-0132-5
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DOI: https://doi.org/10.1007/s10706-016-0132-5