The effect of solid components on the rheological and mechanical properties of cemented paste backfill

被引:160
作者
Yin, Shenghua [1 ,2 ]
Wu, Aixiang [1 ]
Hu, Kaijian [1 ]
Wang, Yong [1 ]
Zhang, Yankai [1 ]
机构
[1] Univ Sci & Technol Beijing, Key Lab, Minist Educ China High Efficient Min & Safety Met, Beijing 100083, Peoples R China
[2] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Cemented paste backfill; Solid component; Rheological; Mechanical property;
D O I
10.1016/j.mineng.2012.04.008
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
An experimental study is conducted to investigate the effect of solid components on the theological and mechanical properties of cemented paste backfill (CPB). Based on the paste consistency, 78 wt.% could be a critical value for the solid contents. The mechanical strength increased proportionally with the increase of solid contents. The paste backfill samples prepared with 80 wt.% solid contents have a maximum unconfined compressive strength (UCS) of 7.26 MPa at a curing time of 28 days. A large binder proportion could weaken the consistency of the paste. The slump height drops from 27.5 to 23.5 cm when the bind proportions increase from 6.25 wt.% to 25 wt.%. The long-term mechanical performance increases significantly as the binder proportion increased. The UCS of the CPB sample with 8.33 wt.% binder is five times larger than the sample with 6.25 wt.% binder. A 25 wt.% addition of ungrounded slag causes the slump height to drop from 13 to 25.4 cm, mainly due to the decrease in the friction and void spaces between particles. However, the addition of coarse slag would weaken the mechanical properties of the CPB. The UCS of the samples without slag is almost two times larger than the UCS of the samples with 25% slag addition. The addition of soluble glass to the paste mixture appeared to improve the initial setting process. The initial setting time decreases from 846 to 108 min when the accelerator addition increases from 1.1 wt.% to 3.3 wt.%. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:61 / 66
页数:6
相关论文
共 16 条
[1]   Potential of lead/zinc slag for use in cemented mine backfill [J].
Benkendorff, P. .
TRANSACTIONS OF THE INSTITUTIONS OF MINING AND METALLURGY SECTION C-MINERAL PROCESSING AND EXTRACTIVE METALLURGY, 2006, 115 (03) :171-173
[2]   A review of early-age properties of cement-based materials [J].
Bentz, D. P. .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (02) :196-204
[3]   A contribution to understanding the hardening process of cemented pastefill [J].
Benzaazoua, M ;
Fall, M ;
Belem, T .
MINERALS ENGINEERING, 2004, 17 (02) :141-152
[4]  
Brackebusch F.W., 1994, Mining Engineering, V46, P1175
[5]   Integrated waste and water management in mining and metallurgical industries [J].
Chan, B. K. C. ;
Bouzalakos, S. ;
Dudeney, A. W. L. .
TRANSACTIONS OF NONFERROUS METALS SOCIETY OF CHINA, 2008, 18 (06) :1497-1505
[6]   Analysis of the slump test for on-site yield stress measurement of mineral suspensions [J].
Clayton, S ;
Grice, TG ;
Boger, DV .
INTERNATIONAL JOURNAL OF MINERAL PROCESSING, 2003, 70 (1-4) :3-21
[7]   Arsenic stability in arsenopyrite-rich cemented paste backfills: A leaching test-based assessment [J].
Coussy, Samuel ;
Benzaazoua, Mostafa ;
Blanc, Denise ;
Moszkowicz, Pierre ;
Bussiere, Bruno .
JOURNAL OF HAZARDOUS MATERIALS, 2011, 185 (2-3) :1467-1476
[8]   Cemented paste backfill of sulphide-rich tailings: Importance of binder type and dosage [J].
Ercikdi, Bayram ;
Kesimal, Ayhan ;
Cihangir, Ferdi ;
Deveci, Haci ;
Alp, Ibrahim .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (04) :268-274
[9]   Experimental characterization of the influence of tailings fineness and density on the quality of cemented paste backfill [J].
Fall, M ;
Benzaazoua, M ;
Ouellet, S .
MINERALS ENGINEERING, 2005, 18 (01) :41-44
[10]   A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill [J].
Fall, M. ;
Celestin, J. C. ;
Pokharel, M. ;
Toure, M. .
ENGINEERING GEOLOGY, 2010, 114 (3-4) :397-413