·668· 工程科学学报，第39卷，第5期 (张亮，罗涛，朱志成，等.高浓度充填料浆流变特性及其管 characteristics of an unclassified tailing paste in constant shear- 道输送阻力损失研究.中国矿业，2014,23（增刊2）：301) ing.Chin J Eng,2015,37(2):145 [8]Gawu S K Y,Fourie A B.Assessment of the modified slump test (吴爱祥，刘晓辉，王洪江，等.恒定剪切作用下全尾膏体微 as a measure of the yield stress of high-density thickened tailings. 观结构演化特征.工程科学学报，2015,37(2)：145) Can Geotech J.2004,41(1)39 [13]Belem T,Benzaazoua M.Design and application of underground [9]Shen H M,Wu A X,Jiang L C,et al.Small cylindrical slump mine paste backfill technology.Geotech Geol Eng,2008,26 test for unclassified tailings paste.ICentral S Unin Sci Technol, (2):147 2016,47(1):204 [14]Kwak M,James D F,Klein K A.Flow behaviour of tailings (沈慧明，吴爱祥，姜立春，等.全尾砂膏体小型圆住塌落度 paste for surface disposal.Int J Miner Process,2005,77(3): 检测.中南大学学报（自然科学版），2016,47(1)：204) 139 [10]Wu A X,Liu X H,Wang HJ,et al.Calculation of resistance in [15]Cooke R.Design procedure for hydraulic backfill distribution total tailings paste piping transportation based on time-varying systems.J S Afr Inst Min Metall,2001,101(2):97 behavior.J China Unir Min Technol,2013,42(5):736 [16]Ouellet S,Bussiere B,Aubertin M,et al.Microstructural evolu- (吴爱祥，刘晓辉，王洪江，等.考虑时变性的全尾膏体管输 tion of cemented paste backfill:mercury intrusion porosimetry 阻力计算.中国矿业大学学报，2013,42(5)：736) test results.Cem Coner Res,2007,37(12):1654 [11]Han W L.The stress relaxation model of fine particle slurry.J [17]Sun D M,Ren J H,Jiao HZ,et al.Study on the properties of Sediment Res,1991(3):87 the unclassified tailings cemented backfill materials in a mine. (韩文亮.细颗粒浆体的应力松弛模型.泥沙研究，1991 Met Mine,2012(3):6 (3):87) (孙德民，任建华，焦华枯，等。某矿全尾砂胶结充填物料性 [12]Wu A X,Liu X H,Wang H J,et al.Microstructural evolution 能研究.金属矿山，2012(3)：6)工程科学学报,第 39 卷,第 5 期 (张亮, 罗涛, 朱志成, 等. 高浓度充填料浆流变特性及其管 道输送阻力损失研究. 中国矿业, 2014, 23(增刊 2): 301) [8] Gawu S K Y, Fourie A B. Assessment of the modified slump test as a measure of the yield stress of high鄄鄄density thickened tailings. Can Geotech J, 2004, 41(1): 39 [9] Shen H M, Wu A X, Jiang L C, et al. Small cylindrical slump test for unclassified tailings paste. J Central S Univ Sci Technol, 2016, 47(1): 204 (沈慧明, 吴爱祥, 姜立春, 等. 全尾砂膏体小型圆柱塌落度 检测. 中南大学学报(自然科学版), 2016, 47(1): 204) [10] Wu A X, Liu X H, Wang H J, et al. Calculation of resistance in total tailings paste piping transportation based on time鄄鄄 varying behavior. J China Univ Min Technol, 2013, 42(5): 736 (吴爱祥, 刘晓辉, 王洪江, 等. 考虑时变性的全尾膏体管输 阻力计算. 中国矿业大学学报, 2013, 42(5): 736) [11] Han W L. The stress relaxation model of fine particle slurry. J Sediment Res, 1991(3): 87 (韩文亮. 细颗粒浆体的应力松弛模型. 泥沙研究, 1991 (3): 87) [12] Wu A X, Liu X H, Wang H J, et al. Microstructural evolution characteristics of an unclassified tailing paste in constant shear鄄 ing. Chin J Eng, 2015, 37(2): 145 (吴爱祥, 刘晓辉, 王洪江, 等. 恒定剪切作用下全尾膏体微 观结构演化特征. 工程科学学报, 2015, 37(2): 145) [13] Belem T, Benzaazoua M. Design and application of underground mine paste backfill technology. Geotech Geol Eng, 2008, 26 (2): 147 [14] Kwak M, James D F, Klein K A. Flow behaviour of tailings paste for surface disposal. Int J Miner Process, 2005, 77 (3): 139 [15] Cooke R. Design procedure for hydraulic backfill distribution systems. J S Afr Inst Min Metall, 2001, 101(2): 97 [16] Ouellet S, Bussi侉re B, Aubertin M, et al. Microstructural evolu鄄 tion of cemented paste backfill: mercury intrusion porosimetry test results. Cem Concr Res, 2007, 37(12): 1654 [17] Sun D M, Ren J H, Jiao H Z, et al. Study on the properties of the unclassified tailings cemented backfill materials in a mine. Met Mine, 2012(3): 6 (孙德民, 任建华, 焦华喆, 等. 某矿全尾砂胶结充填物料性 能研究. 金属矿山, 2012(3): 6) ·668·