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contributor authorYoshimasa Fujiyasu
contributor authorMartin Fahey
contributor authorTim Newson
date accessioned2017-05-08T21:27:00Z
date available2017-05-08T21:27:00Z
date copyrightJune 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A6%28556%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51906
description abstractSafe and economical storage of tailings is now a major consideration in the operation of many mining operations. Tailings in slurried form, particularly if they have a significant clay content, can take a very long time to consolidate under the action of self-weight consolidation alone. However, if the operation is located in an area of high potential evaporation, this can be used to accelerate the rate of tailings densification. This paper presents a study of the evaporation behavior of a clayey tailings slurry deposited into an evaporation pond in the southwest of Western Australia. Over a six-month period, the rate of evaporation from the tailings surface was monitored using the Bowen Ratio method and the microlysimeter method. This was compared with the evaporation from a Class A pan located nearby. The tailings underwent very significant cracking as drying proceeded, and it was found that these cracks had a significant influence on the overall rate of evaporation once the top surface of the deposit started to desaturate. A large strain consolidation model was used to model the behavior, and the algorithm used in this model to include the effects of evaporation is shown to provide a reasonable prediction of the observed evaporation behavior.
publisherAmerican Society of Civil Engineers
titleField Investigation of Evaporation from Freshwater Tailings
typeJournal Paper
journal volume126
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:6(556)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
contenttypeFulltext


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