458 工程科学学报，第43卷，第4期 (4)膏体流变测量的发展应更加注重与膏体 [15]Wu A X,Jiao HZ,Wang HJ,et al.Yield stress measurements and 充填工艺的结合，通过实时在线测量，实现膏体均 optimization of Paste tailings.J Central S Uniy Sci Technol,2013, 质流态化制备和稳定连续输送，推动膏体技术向 44(8):3370 (吴爱祥，焦华盐，王洪江，等.膏体尾矿屈服应力检测及其优化. 高效、精准及智能调控方向发展. 中南大学学报：自然科学版，2013,44(8)：3370) 参考文献 [16]Nguyen Q D,Boger D V.Measuring the flow properties of yield stress fluids.Annu Rev Fluid Mech,1992,24(1):47 [1]Wu A X,Wang Y,Wang H J.Status and prospects of the paste [17]Petrellis N C,Flumerfelt R W.Rheological behavior of shear backfill technology.Mer Mine,2016,45(7):1 degradable oils:kinetic and equilibrium properties.CanChem (吴爱祥，王勇，王洪江膏体充填技术现状及趋势.金属矿山， Eng,1973,51(3:291 2016,45(7):1) [18]Van den Tempel M.Mechanical properties of plastic-disperse [2]Cai M F,Xue D L,Ren F H.Current status and development systems at very small deformations.J Colloid Sci,1961,16(3): strategy of metal mines.Chin J Eng,2019,41(4):417 284 (蔡美峰，薛鼎龙，任奋华.金属矿深部开采现状与发展战略.工 [19]Zosel A.Rheological properties of disperse systems at low shear 程科学学报，2019,41(4)：417) stresses.Rheol Acta,1982,21(1):72 [3]Wu A X,Yang Y,Cheng H Y,et al.Status and prospects of paste [20]Cheng D C H.Yield stress:a time-dependent property and how to technology in China.ChinJEng,2018,40(5):517 measure it.Rheol Acta,1986,25(5):542 (吴爱样，杨莹，程海勇，等.中国膏体技术发展现状与趋势.工 [21]Dzuy N Q,Boger D V.Yield stress measurement for concentrated 程科学学报，2018,40(5)：517) suspensions.J Rheol,1983,27(4):321 [4]Cheng H Y,Wu S C,Li H,et al.Influence of time and temperature [22]De Kee D,Mohan P,Soong D S.Yield stress determination of on rheology and flow performance of cemented paste backfill styrene-butadiene-styrene triblock copolymer solutions.J Constr Build Mater,2020,231:117117 Macromol Sci Part B Phys,1986,25(1-2):153 [5]Jiao H Z.Wang S F.Yang Y X,et al.Water recovery [23]Heywood N I,Cheng D C H.Comparison of methods for improvement by shearing of gravity-thickened tailings for predicting head loss in turbulent pipe flow of non-Newtonian cemented paste backfill.J Clean Prod,2020,245:118882 fluids.Trans Inst Meas Control,1984,6(1):33 [6] Chen J Z.Measurement of the rheological properties of fresh [24]Wildemuth C R,Williams M C.A new interpretation of viscosity concrete using the rotating fan type rheometer.J Shanghai Inst and yield stress in dense slurries:coal and other irregular particles Build Mater,1992,5(3):164 Rheol Acta,1985,24(1):75 (陈健中.用旋转叶片式流变仪测定新拌混凝土的流变性能.上 [25]Saak A W.Jennings H M,Shah S P.A generalized approach for 海建材学院学报，1992,5(3)：164) the determination of yield stress by slump and slump flow.Cem [7]Dzuy N Q,Boger D V.Direct yield stress measurement with the Concr Res,2004,34(3):363 vane method.J Rheol,1985,29(3):335 [26]Clayton S,Grice T G,Boger D V.Analysis of the slump test for [8]Assaad JJ,Harb J,Maalouf Y.Effect of vane configuration on on-site yield stress measurement of mineral suspensions.Int/ yield stress measurements of cement pastes.J Non-Newtonian Miner Proces3.,2003,70(1-4):3 Fluid Mech,2016,230:31 [27]Roussel N.Three-dimensional numerical simulations of slump [Nguyen Q D.Boger D V.Characterization of yield stress fluids tests.Annu Trans Nordic Rheol Soc,2004,12:55 with concentric cylinder viscometers.Rheol Acta,1987,26(6): [28]Roussel N,Coussot P."Fifty-cent rheometer"for yield stress 508 measurements:from slump to spreading flow.J Rheol,2005, [10]Barnes H A.A brief history of the yield stress.Appl Rheol,1999, 49(3):705 9(6):262 [29]Roussel N.Correlation between yield stress and slump: [11]Barnes H A.The yield stress-a review or 'aavta pe'- comparison between numerical simulations and concrete everything flows?J Non-Newtonian Fluid Mech,1999,81(1-2): rheometers results.Mater Struct,2006,39(4):501 133 [30]Wallevik J E.Relationship between the Bingham parameters and [12]Cheng H Y,Wu S C,Zhang X Q,et al.Effect of particle gradation slump.Cem Concr Res,2006,36(7):1214 characteristics on yield stress of cemented paste backfill.IntJ [31]Murata J.Flow and deformation of fresh concrete.Mater Constr, Miner Metall Mater,2020,27(1):10 1984,17(2):117 [13]Liddel P V,Boger D V.Yield stress measurements with the vane. [32]Christensen G.Modelling the Flow of Fresh Concrete:the Slump JNon-Newtonian Fluid Mech,1996,63(2-3):235 TestDissertation].Princeton:Princeton University,1991 [14]Barnes H A,Camali J O.The vane-in-cup as a novel rheometer [33]Rajani B,Morgenstern N.On the yield stress of geotechnical geometry for shear thinning and thixotropic materials.J Rheol, materials from the slump test.Can GeotechJ,1991,28(3):457 1990,34(6):841 [34]Schowalter W R,Christensen G.Toward a rationalization of the（4）膏体流变测量的发展应更加注重与膏体 充填工艺的结合，通过实时在线测量，实现膏体均 质流态化制备和稳定连续输送，推动膏体技术向 高效、精准及智能调控方向发展. 参    考    文    献 Wu  A  X,  Wang  Y,  Wang  H  J.  Status  and  prospects  of  the  paste backfill technology. Met Mine, 2016, 45（7）: 1 （吴爱祥, 王勇, 王洪江. 膏体充填技术现状及趋势. 金属矿山, 2016, 45（7）：1） [1] Cai  M  F,  Xue  D  L,  Ren  F  H.  Current  status  and  development strategy of metal mines. Chin J Eng, 2019, 41（4）: 417 （蔡美峰, 薛鼎龙, 任奋华. 金属矿深部开采现状与发展战略. 工 程科学学报, 2019, 41（4）：417） [2] Wu A X, Yang Y, Cheng H Y, et al. Status and prospects of paste technology in China. Chin J Eng, 2018, 40（5）: 517 （吴爱祥, 杨莹, 程海勇, 等. 中国膏体技术发展现状与趋势. 工 程科学学报, 2018, 40（5）：517） [3] Cheng H Y, Wu S C, Li H, et al. Influence of time and temperature on  rheology  and  flow  performance  of  cemented  paste  backfill. Constr Build Mater, 2020, 231: 117117 [4] Jiao  H  Z,  Wang  S  F,  Yang  Y  X,  et  al.  Water  recovery improvement  by  shearing  of  gravity-thickened  tailings  for cemented paste backfill. J Clean Prod, 2020, 245: 118882 [5] Chen  J  Z.  Measurement  of  the  rheological  properties  of  fresh concrete  using  the  rotating  fan  type  rheometer. J Shanghai Inst Build Mater, 1992, 5（3）: 164 （陈健中. 用旋转叶片式流变仪测定新拌混凝土的流变性能. 上 海建材学院学报, 1992, 5（3）：164） [6] Dzuy N Q, Boger D V. Direct yield stress measurement with the vane method. J Rheol, 1985, 29（3）: 335 [7] Assaad  J  J,  Harb  J,  Maalouf  Y.  Effect  of  vane  configuration  on yield  stress  measurements  of  cement  pastes. J Non-Newtonian Fluid Mech, 2016, 230: 31 [8] Nguyen  Q  D,  Boger  D  V.  Characterization  of  yield  stress  fluids with  concentric  cylinder  viscometers. Rheol Acta,  1987,  26（6）: 508 [9] Barnes H A. A brief history of the yield stress. Appl Rheol, 1999, 9（6）: 262 [10] Barnes  H  A.  The  yield  stress —a  review  or   ‘παντα  ρει ’ — everything  flows? J Non-Newtonian Fluid Mech,  1999,  81（1-2）: 133 [11] Cheng H Y, Wu S C, Zhang X Q, et al. Effect of particle gradation characteristics  on  yield  stress  of  cemented  paste  backfill. Int J Miner Metall Mater, 2020, 27（1）: 10 [12] Liddel P V, Boger D V. Yield stress measurements with the vane. J Non-Newtonian Fluid Mech, 1996, 63（2-3）: 235 [13] Barnes  H  A,  Carnali  J  O.  The  vane-in-cup  as  a  novel  rheometer geometry  for  shear  thinning  and  thixotropic  materials. J Rheol, 1990, 34（6）: 841 [14] Wu A X, Jiao H Z, Wang H J, et al. Yield stress measurements and optimization of Paste tailings. J Central S Univ Sci Technol, 2013, 44（8）: 3370 （吴爱祥, 焦华喆, 王洪江, 等. 膏体尾矿屈服应力检测及其优化. 中南大学学报:自然科学版, 2013, 44（8）：3370） [15] Nguyen Q D, Boger D V. Measuring the flow properties of yield stress fluids. Annu Rev Fluid Mech, 1992, 24（1）: 47 [16] Petrellis  N  C,  Flumerfelt  R  W.  Rheological  behavior  of  shear degradable  oils:  kinetic  and  equilibrium  properties. Can J Chem Eng, 1973, 51（3）: 291 [17] Van  den  Tempel  M.  Mechanical  properties  of  plastic-disperse systems  at  very  small  deformations. J Colloid Sci,  1961,  16（3）: 284 [18] Zosel A. Rheological properties of disperse systems at low shear stresses. Rheol Acta, 1982, 21（1）: 72 [19] Cheng D C H. Yield stress: a time-dependent property and how to measure it. Rheol Acta, 1986, 25（5）: 542 [20] Dzuy N Q, Boger D V. Yield stress measurement for concentrated suspensions. J Rheol, 1983, 27（4）: 321 [21] De  Kee  D,  Mohan  P,  Soong  D  S.  Yield  stress  determination  of styrene-butadiene-styrene  triblock  copolymer  solutions. J Macromol Sci Part B Phys, 1986, 25（1-2）: 153 [22] Heywood  N  I,  Cheng  D  C  H.  Comparison  of  methods  for predicting  head  loss  in  turbulent  pipe  flow  of  non-Newtonian fluids. Trans Inst Meas Control, 1984, 6（1）: 33 [23] Wildemuth C R, Williams M C. A new interpretation of viscosity and yield stress in dense slurries: coal and other irregular particles. Rheol Acta, 1985, 24（1）: 75 [24] Saak A W, Jennings H M, Shah S P. A generalized approach for the  determination  of  yield  stress  by  slump  and  slump  flow. Cem Concr Res, 2004, 34（3）: 363 [25] Clayton S, Grice T G, Boger D V. Analysis of the slump test for on-site  yield  stress  measurement  of  mineral  suspensions. Int J Miner Process, 2003, 70（1-4）: 3 [26] Roussel  N.  Three-dimensional  numerical  simulations  of  slump tests. Annu Trans Nordic Rheol Soc, 2004, 12: 55 [27] Roussel  N,  Coussot  P. “ Fifty-cent  rheometer” for  yield  stress measurements:  from  slump  to  spreading  flow. J Rheol,  2005, 49（3）: 705 [28] Roussel  N.  Correlation  between  yield  stress  and  slump: comparison  between  numerical  simulations  and  concrete rheometers results. Mater Struct, 2006, 39（4）: 501 [29] Wallevik J E. Relationship between the Bingham parameters and slump. Cem Concr Res, 2006, 36（7）: 1214 [30] Murata J. Flow and deformation of fresh concrete. Mater Constr, 1984, 17（2）: 117 [31] Christensen G. Modelling the Flow of Fresh Concrete: the Slump Test[Dissertation]. Princeton: Princeton University, 1991 [32] Rajani  B,  Morgenstern  N.  On  the  yield  stress  of  geotechnical materials from the slump test. Can Geotech J, 1991, 28（3）: 457 [33] [34] Schowalter  W  R,  Christensen  G.  Toward  a  rationalization  of  the · 458 · 工程科学学报，第 43 卷，第 4 期