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contributor authorD. H. (Steve) Zou
contributor authorL. P. Li
date accessioned2017-05-08T21:26:29Z
date available2017-05-08T21:26:29Z
date copyrightJanuary 1999
date issued1999
identifier other%28asce%291090-0241%281999%29125%3A1%2811%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51594
description abstractTailings produced during mineral processing contain up to 75% or more water and are pumped into settling ponds for disposal. They often become a pollution source due to acid generation. While tailings have been used in underground backfill, the use is very limited at present. This paper presents research results on direct solidification and strengthening of the dilute tailings slurry without dewatering. Two types of tailings were tested at water/binder ratios of up to 4.5 using a special high-water binder. Adequate strength was achieved by solidifying the tailings as is. To further improve the strength, sands and fly ash were used as reinforcement materials or partial replacement of the binder. For oil sands tailings, the 3-day strength was increased by up to 114% with 10–15% additives. For hard rock tailings, up to 30% strength gain was achieved with 15% fly ash addition, and the strength was increased by up to 36% at 10% binder replacement and no strength reduction was observed at 20–25% replacement. These results indicate that higher strength can be achieved with the proper amount of additives and that the backfill process can be simplified and the operation cost reduced.
publisherAmerican Society of Civil Engineers
titleStrengthening of Solidified Dilute Tailings Slurry
typeJournal Paper
journal volume125
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1999)125:1(11)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001
contenttypeFulltext


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