Stabilization of Mine Tailings Using Microbiological Induced Carbonate Precipitation for Dust Mitigation: Treatment Optimization and Durability Assessment

Author:

Ehsasi Farideh112,van Paassen Leon112,Wang Liya112

Affiliation:

1. Center for Bio-Mediated and Bio-Inspired Geotechnics (CBBG), School of Sustainable Engineering and the Built Environment (SSEBE), Arizona State Univ., Tempe, AZ.

2. School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang, China.

Publisher

American Society of Civil Engineers

Reference21 articles.

1. Application of Microbiologically Induced Soil Stabilization Technique for Dust Suppression;Bang S.;International Journal of Geo‐Engineering,2011

2. Campbell, D. J., and O’Sullivan, M. F. (1990). The cone penetrometer in relation to trafficability, compaction, and tillage. Soil analysis: Physical methods, K. Smith and C. E. Mullins, eds., Marcel Dekker, New York, 399–429.

3. Biopolymer stabilization of mine tailings for dust control;Chen R.;Journal of Geotechnical and Geoenvironmental Engineering,2014

4. Microbially Induced Cementation to Control Sand Response to Undrained Shear

5. Field-scale bio-cementation tests to improve sands

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