TY - GEN
T1 - Numerical Analysis of Two-Dimensional Tank Experiment of Microbially Induced Desaturation (MID) in Layered Silts and Sands
AU - Kwon, Patrick
AU - Karmacharya, Deepesh
AU - van Paassen, Leon A.
AU - Kavazanjian, Edward
N1 - Publisher Copyright:
© ASCE.
PY - 2024
Y1 - 2024
N2 - A numerical reactive transport model was developed to simulate microbially induced desaturation (MID), an emerging bio-mediated ground improvement technique. MID employs nitrate-reducing microorganisms to produce gas bubbles that desaturate granular soils, thereby enhancing the cyclic shear strength of the soil. MID is of particular interest due to its potential to mitigate earthquake-induced soil liquefaction non-disruptively, for example, underneath existing structures. The model couples fluid flow with reactive transport and predicts the distribution of substrates and products and changes in porosity, permeability, and degree of saturation from MID. The numerical model was implemented in COMSOL Multiphysics finite element software and validated using bench-scale tank experiment results. Comparison of changes in the degree of saturation and electrical conductivity, time-lapse images, and the breakthrough curves observed during the experiment with the results of the numerical simulations provides insight into the distribution of biomass and consequent varying reaction rates throughout the tank.
AB - A numerical reactive transport model was developed to simulate microbially induced desaturation (MID), an emerging bio-mediated ground improvement technique. MID employs nitrate-reducing microorganisms to produce gas bubbles that desaturate granular soils, thereby enhancing the cyclic shear strength of the soil. MID is of particular interest due to its potential to mitigate earthquake-induced soil liquefaction non-disruptively, for example, underneath existing structures. The model couples fluid flow with reactive transport and predicts the distribution of substrates and products and changes in porosity, permeability, and degree of saturation from MID. The numerical model was implemented in COMSOL Multiphysics finite element software and validated using bench-scale tank experiment results. Comparison of changes in the degree of saturation and electrical conductivity, time-lapse images, and the breakthrough curves observed during the experiment with the results of the numerical simulations provides insight into the distribution of biomass and consequent varying reaction rates throughout the tank.
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U2 - 10.1061/9780784485347.026
DO - 10.1061/9780784485347.026
M3 - Conference contribution
AN - SCOPUS:85186665270
T3 - Geotechnical Special Publication
SP - 254
EP - 263
BT - Geotechnical Special Publication
A2 - Evans, T. Matthew
A2 - Stark, Nina
A2 - Chang, Susan
PB - American Society of Civil Engineers (ASCE)
T2 - Geo-Congress 2024: Geotechnical Data Analysis and Computation
Y2 - 25 February 2024 through 28 February 2024
ER -