Producing Structural Concrete While using Mine Tailings as a Substitute for Fine Aggregate

Society for Mining, Metallurgy & Exploration
J. M. Bray R. R. H. Cohen P. Kiousis S. R. Al-Abed
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
5
File Size:
365 KB
Publication Date:
Jan 1, 2016

Abstract

"INTRODUCTION Conventional tailing storage and management practices typically utilize engineered facilities, such as ring dikes and valley impoundments. To reduce the environmental costs associated with disposing of mine wastes in tailing storage facilities (TSFs), several beneficial re-use strategies have been developed over the years. For example, thickened tailings have been used for paste backfill. It is common for tails to comprise up to 60% of the material’s total weight and it has been estimated that TSF volumes can be reduced by 60% when using this strategy, (Benzaazoua, et al. 2004). Other beneficial re-use strategies have produced unpaved temporary access roads, hot and cold asphalt, chip seals, self-compacting concrete, and golf course sand traps. This project sampled mine tailings from two different TSFs in Colorado and produced structural concrete that could potentially be used for commercial foundations, sidewalks, and paved roads. The tailings were substituted for the fine aggregates typically found in conventional concrete. The two main objectives of this study were to investigate the structural integrity of the produced concrete samples and the leaching of heavy metals from the resulting concrete. The ratio of tailings to fine aggregate (T/FA) was carefully studied to find if there was a correlation between the substitution rate and the structural integrity. The potential maximum substitution rate was also investigated for the produced concrete specimens. The potential of leaching mining impacted water (MIW) was evaluated by comparing the leachability of the raw mine tailings to the encapsulated tailings by using standard shake extraction prediction tests. MATERIAL AND METHODS Materials The four components that make up the concrete mix design for this project are: cement, coarse aggregate (gravel), fine aggregate (sand and mine tailings), and water. The type I/II ordinary Portland cement (OPC), gravel, and sand came from local cement and concrete companies in Denver, Colorado. Mine tailings were collected from two different TSFs in the Rocky Mountain Region, where Pride of the West TSF in Silverton, CO will be denoted as Site A. The primary metals of interest at the mill site are gold, silver, lead, copper, and zinc. The location of Site B will not be mentioned in this report due to confidentiality agreements with the mining company"
Citation

APA: J. M. Bray R. R. H. Cohen P. Kiousis S. R. Al-Abed  (2016)  Producing Structural Concrete While using Mine Tailings as a Substitute for Fine Aggregate

MLA: J. M. Bray R. R. H. Cohen P. Kiousis S. R. Al-Abed Producing Structural Concrete While using Mine Tailings as a Substitute for Fine Aggregate. Society for Mining, Metallurgy & Exploration, 2016.

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