Numerical Analysis of Two-Dimensional Tank Experiment of Microbially Induced Desaturation (MID) in Layered Silts and Sands
Author:
Affiliation:
1. School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ.
2. Knight Piesold Consulting, Denver, CO.
3. Design, Tender, and Engineering Dept., Boskalis, Papendrecht, Netherlands.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485347.026
Reference19 articles.
1. Multi-phase Biogeochemical Model for Microbially Induced Desaturation and Precipitation;Hall C. A.;EGUsphere,2023
2. Carbonate Mineral Precipitation for Soil Improvement Through Microbial Denitrification
3. Preferential mode of gas invasion in sediments: Grain‐scale mechanistic model of coupled multiphase fluid flow and sediment mechanics;Jain A. K.;Journal of Geophysical Research: Solid Earth,2009
4. Kavazanjian, E., O’Donnell, S. T., and Hamdan, N. (2015, November). “Biogeotechnical mitigation of earthquake-induced soil liquefaction by denitrification: a two-stage process.” In Proceedings of 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand (pp. 20–28).
5. Reactive Transport Model to Evaluate Process Performance of Bio-Mediated Liquefaction Mitigation underneath Existing Structures
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