Time- and Temperature-Dependence of Rheological Properties of Cemented Tailings Backfill with Sodium Silicate

Author:

Ali Ghada1,Fall Mamadou2,Alainachi Imad3

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference87 articles.

1. Flow properties of fresh concrete by using modified geotechnical Vane shear test

2. Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments

3. Alkali Activation of Copper Mine Tailings and Low-Calcium Flash-Furnace Copper Smelter Slag

4. Alainachi I. and M. Fall. 2019a. “Seismic induced liquefaction of cemented paste backfill: Effect of mixing water.” In Proc. 7th Int. Conf. on Earthquake Geotechnical Engineering. Boca Raton FL: CRC Press.

5. Alainachi I. and M. Fall. 2019b. “Shaking table testing of liquefaction potential of cemented paste backfill: Effects of backfill temperature.” In Proc. Geo St. John’s 2019—72nd Canadian Geotechnical Conf. (CGC). Richmond BC Canada: Canadian Geotechnical Society.

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