Experimental Research on Dry Shrinkage Performance of Ferrous Mill Tailings Stabilized with Inorganic Binding Materials

Bao Feng Pan; Li Yuan Chen

doi:10.4028/www.scientific.net/AMR.243-249.4166

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Experimental Research on Dry Shrinkage Performance...

Experimental Research on Dry Shrinkage Performance of Ferrous Mill Tailings Stabilized with Inorganic Binding Materials

Abstract:

Dry shrinkage performance of ferrous mill tailings stabilized with inorganic binding materials with the optimal ratio is studied through laboratory test. The curves of water loss-time and dry shrinkage strain-time are obtained. The comparisons to that of soil-lime are also made. It shows that the largest for water loss ratio and dry shrinkage strain is soil-lime, its dry shrinkage performance is the worst. The dry shrinkage strain of ferrous mill tailings stabilized with lime added a small amount of cement is increased, however, the compaction is increased and the amount of lime and cost is greatly reduced. The dry shrinkage performance of those materials: ferrous mill tailings stabilized with lime the best, then ferrous mill tailings stabilized with lime (cement), ferrous mill tailings stabilized with cement, soil-lime.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4166-4171

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.4166

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Online since:

May 2011

Authors:

Bao Feng Pan, Li Yuan Chen

Keywords:

Dry Shrinkage Performance, Ferrous Mill Tailing, Inorganic Binding Material, Road Engineering, Test Study

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