A review of binders used in cemented paste tailings for underground and surface disposal practices

被引:155
|
作者
Tariq, Amjad [1 ]
Yanful, Ernest K. [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, London, ON N6A 5B9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Cemented paste tailings; Sulphidic mine waste; Portland cement; Paste backfill; Acid rock drainage; Sulphate attack; Pozzolanic materials; Cement kiln dust; Binder; Hydration activator; BLAST-FURNACE SLAG; GROUND WASTE GLASS; KILN DUST; STRENGTH DEVELOPMENT; MINE TAILINGS; FLY-ASH; SULFATE RESISTANCE; MILL TAILINGS; BACKFILL; PERFORMANCE;
D O I
10.1016/j.jenvman.2013.09.039
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Increased public awareness of environmental issues coupled with increasingly stringent environmental regulations pertaining to the disposal of sulphidic mine waste necessitates the mining industry to adopt more competent and efficient approaches to manage acid rock drainage. Cemented paste tailings (CPT) is an innovative form of amalgamated material currently available to the mining industry in developed countries. It is made usually from mill tailings mingled with a small amount of binder (customarily Portland cement) and water. The high cost associated with production and haulage of ordinary Portland cement and its alleged average performance as a sole binder in the long term (due to vulnerability to internal sulphate attack) have prompted users to appraise less expensive and technically efficient substitutes for mine tailings paste formulations. Generally, these binders include but are not limited to sulphate resistant cements, and/or as a partial replacement for Portland cement by artificial pozzolans, natural pozzolans, calcium sulphate substances and sodium silicates. The approach to designing environmentally efficient CPT is to ensure long-term stability and effective control over environmental contaminants through the use of composite binder systems with enhanced engineering properties to cater for inherit deficiencies in the individual constituents. The alkaline pore solution created by high free calcium rich cement kiln dust (CKD) (byproduct of cement manufacturing) is capable of disintegrating the solid glassy network of artificial pozzolans to produce reactive silicate and aluminate species when attacked by (OH-) ions. The augmented pozzolanic reactivity of CKD-slag and CKD-fly ash systems may produce resilient CPT. Since cemented paste comprising mine tailings and binders is a relatively new technology, a review of the binding materials used in such formulations and their performance evaluation in mechanical fill behaviour was considered pertinent in the study. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:138 / 149
页数:12
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