Time and damage induced changes in the chemical reactivity of cemented paste backfill

被引:39
作者
Aldhafeeri, Zaid [1 ]
Fall, Mamadou [2 ]
机构
[1] Univ Ottawa, Dept Civil Engn, 161 Colonel by, Ottawa, ON K1N 6N5, Canada
[2] Univ Ottawa, Dept Civil Engn, 161 Louis Pasteur, Ottawa, ON K1N 6N5, Canada
来源
JOURNAL OF ENVIRONMENTAL CHEMICAL ENGINEERING | 2016年 / 4卷 / 04期
关键词
Cemented paste backfill; Tailings; Cement; Mine; Reactivity; Pyrite;
D O I
10.1016/j.jece.2016.09.006
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The chemical reactivity of cemented paste backfill (CPB) plays a significant role in its durability and environmental behavior. Therefore, the reactivity of sulphide bearing tailings incorporated into CPB systems should be assessed to avoid or prevent adverse potential environmental effects. The objective of this study is to therefore experimentally assess the influence of time and mechanical damage on the reactivity of CPB samples prepared with tailings that contain different pyrite contents (up to 45 wt.%). Oxygen consumption (OC) tests are conducted on undamaged and mechanically damaged CPB specimens cured at different times to study their reactivity. Furthermore, the microstructural changes of the tested CPB samples are investigated by conducting microstructural analyses (e.g., scanning electron microscopy with energy dispersive X-ray spectroscopy, mercury intrusion porosimetry, and thermogravimetry/derivative thermogravimetry). The obtained results show that the reactivity of CPB is time-dependent. The reactivity decreases as the curing time and ageing of the CPB increase. It was also found that the microstructure or pore structure of CPB significantly affects its reactivity. The encapsulation or coating of the tailings particles with cement hydration products also contributed to the reduction of the reactivity of CPB. It is also found that the reactivity of CPB increases as the level of damage is increased. A relationship between the increase in reactivity and level of mechanical damage can be established. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:4038 / 4049
页数:12
相关论文
共 81 条
[1]   Acid Mine Drainage (AMD): causes, treatment and case studies [J].
Akcil, Ata ;
Koldas, Soner .
JOURNAL OF CLEANER PRODUCTION, 2006, 14 (12-13) :1139-1145
[2]  
Alakangas L., 2013, LIT REV POTENTIAL GE
[3]   Formation and composition of cemented layers in low-sulphide mine tailings, Laver, northern Sweden [J].
Alakangas, Lena ;
Ohlander, Bjorn .
ENVIRONMENTAL GEOLOGY, 2006, 50 (06) :809-819
[4]   The use of thermal analysis in assessing the effect of temperature on a cement paste [J].
Alarcon-Ruiz, L ;
Platret, G ;
Massieu, E ;
Ehrlacher, A .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (03) :609-613
[5]   Temperature dependence of the reactivity of cemented paste backfill [J].
Aldhafeeri, Z. ;
Fall, M. ;
Pokharel, M. ;
Pouramini, Z. .
APPLIED GEOCHEMISTRY, 2016, 72 :10-19
[6]  
ASTM, 2010, D440410 ASTM, P1
[7]  
Awange JL, 2013, ENV GEOINFORMATICS M
[8]  
Bigham J.M., 1994, MINERAL ASS CAN SHOR, P103
[9]  
Blowes D. W., 2003, TREATISE GEOCHEMISTR, P149, DOI [DOI 10.1016/B0-08-043751-6/09137-4, 10.1016/B0-08-043751-6/09137, DOI 10.1016/B0-08-043751-6/09137]
[10]   A comparative mineralogical and geochemical study of sulfide mine tailings at two sites in New Mexico, USA [J].
Boulet, MP ;
Larocque, ACL .
ENVIRONMENTAL GEOLOGY, 1998, 33 (2-3) :130-142