Strength, Microstructure, and Deformation Behavior of Frozen Cemented Tailing Material

Author:

Chang Shuang1,Fall Mamadou2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON Canada K1N 6N5.

2. Full Professor, Associate Chair Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON Canada K1N 6N5 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference66 articles.

1. Sulphate induced changes in the reactivity of cemented tailings backfill

2. Temperature dependence of the reactivity of cemented paste backfill

3. Anderberg, Y. 1997. “Spalling phenomena of HPC and OC.” In NIST Workshop on Fire Performance of High Strength Concrete in Gaithersburg, 69–73. Gaithersburg, MD: National Institute of Standards and Technology.

4. Brackebusch, F., and J. Shillabeer. 1998. “Use of paste for tailings disposal.” In Proc., 6th Int. Symp. on Mining with Backfill, AusIMM, Publication, 53–58. Carlton South, Australia: Australian Institute of Mining and Metallurgy.

5. Chang S. 2016. “Strength development of freezing man-made soils that contain cement: Freezing cemented tailings.” In Proc. 2nd Int. Conf. on Civil Structural and Transportation Engineering Paper No. 143. Ontario ON: International ASET Inc.

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