Techno-Economic Assessment of Liquefaction Mitigation by Microbially Induced Desaturation
Publication: Lifelines 2022
ABSTRACT
Microbially induced desaturation (MID) is a novel, minimally disruptive biogeochemical technique for mitigating the potential for triggering earthquake-induced soil liquefaction. In MID, native microorganisms are stimulated to produce relatively insoluble nitrogen biogas, thereby desaturating the soil. Its minimally disruptive nature makes MID particularly attractive for mitigating liquefaction triggering beneath and around existing facilities, where current mitigation techniques are generally either not applicable due to their disruptive nature or too costly to be economically viable for all but the most critical facilities. Considering the large inventory of existing infrastructure built on or in potentially liquefiable soil, a cost-effective means of mitigating triggering of liquefaction in a minimally disruptively manner could significantly enhance seismic resilience worldwide. The key technical factors influencing the effectiveness of MID for mitigation of liquefaction triggering include delivery of the nutrients for generation of biogas in the liquefaction susceptible soils, the persistence of the induced desaturation, and the impact of local environmental conditions, including groundwater pH and the presence of alternative electron acceptors, e.g., sulfate. Economic analysis suggests that if these technical factors can be managed, MID can be a cost-effective means to mitigate liquefaction triggering beneath and around existing infrastructure.
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REFERENCES
Almeida, J. S., Julio, S. M., Reis, M. A., and Carrondo, M. J. (1995). “Nitrite inhibition of denitrification by Pseudomonas fluorescens.” Biotechnology and Bioengineering, 46(3), 194–201.
Chu, J., Ivanov, V., He, J., and Naeimi, M. (2015). “Use of biogeotechnologies for disaster mitigation.” in Geotechnics for Catastrophic Flooding Events, Nowakowski, T., Młyńczak, M., Jodejko-Pietruczuk, A. and Werbińska-Wojciechowska, S., eds. Taylor and Francis Group, London, UK, 49–56.
Fan, J., Wang, D., and Qian, D. (2018). “Soil-cement mixture properties and design considerations for reinforced excavation”. J. Rock Mechanics and Geotechnical Eng., 10(4): 791–797.
Glass, C., and Silverstein, J. (1998). “Denitrification kinetics of high nitrate concentration water: pH effect on inhibition and nitrite accumulation.” Water Research, 32(3): 831–839.
Hall, C. A., van Paassen, L. A., Rittmann, B. E., Kavazanjian, E., DeJong, J. T., and Wilson, D. W. (2018). “Predicting desaturation by biogenic gas formation via denitrification during centrifugal loading.” Proc., 7th International Conference on Unsaturated Soil Mechanics. Hong Kong: ISSMGE. 1–6.
He, J., and Chu, J. (2014). “Undrained responses of microbially desaturated sand under monotonic loading.” J. Geotechnical and Geoenvironmental Eng., 140(5), doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0001082, 04014003.
Khodadadi, T. H., Kavazanjian, E., van Paassen, L., and DeJong, J. T. (2017). “Bio-grout materials: A review.” 5th International Conference on Grouting. Hawaii, USA: Grouting 2017.
Mariangel, L., Aspe, E., Marti, M. C., and Roeckel, M. (2008). “The effect of sodium chloride on the denitrification of saline fishery wastewaters.” Environmental Technology, 29(8): 871–879.
Moug, D., Khosravifar, A., Preciado, M., Sorenson, K., Stokoe, K., Menq, F., Zhang, B., van Paassen, L., Kavazanjian, E., Stallings Young, E., and Wang, Y. (2020). “Field evaluation of microbially induced desaturation for liquefaction mitigation of silty soils.” Proc., 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan.
New Jersey Department of Environmental Protection. (2017). In Situ Remediation: Design Considerations and Performance Monitoring Technical Guidance Document, Trenton, NJ.
O’Donnell, S. T., Kavazanjian, E., Jr., and Rittmann, B. E. (2017). “Liquefaction mitigation via microbial denitrification as a two-stage process, Stage I: Desaturation.” J. Geotech. and Geoenviron. Eng., 143(12), 04017094.
O’Donnell, S. T., Hall, C. A., Kavazanjian, E., Jr., and Rittmann, B. E. (2019). “Biogeochemical model for soil improvement by denitrification.” J. Geotechnical and Geoenvironmental Eng., 145(11).
Okamura, M., Takebayashi, M., Nishida, K., Fujii, N., Jinguji, M., Imasato, T., Yasuhara, H., and Nakagawa, E. (2011). “In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation.” J. Geotechnical and Geoenvironmental Engineering, 137 (7): 643–652.
Orense, R. P. (2015). “Recent trends in ground improvement methods as countermeasure against liquefaction.” Proc., 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, NZ. 1–19.
Pan, Y., Liu, Y., Wang, D., and Bing-Jie, J. (2019). “Modeling effects of H2S on electron competition among nitrogen oxide reduction and N2O accumulation during denitrification.” Environmental Science: Water Research and Technology, 5: 533–542.
Pham, V. P., Nakano, A., van der Star, W. R. L., Heimovaara, T. J., and van Paassen, L. A. (2018). “Applying MICP by denitrification in soils: a process analysis.” Environmental Geotechnics, 5(2): 79–93.
Pham, V. P., van Paassen, L. A., van der Star, W. R., and Heimovaara, T. J. (2018). “Evaluating strategies to improve process efficiency of denitrification-based MICP.” J. of Geotechnical and Geoenvironmental Eng., 144(8), 04018049.
Rasouli, R., Hayashi, K., and Zen, K. (2016). “Controlled permeation grouting method for mitigation of liquefaction.” Journal of Geotechnical and Geoenvironmental Engineering, 142(11): 04016052.
Rebata-Landa, V., and Santamarina, J. C. (2012). “Mechanical effects of biogenic nitrogen gas bubbles in soils.” Journal of Geotechnical and Geoenvironmental Engineering, 138(2): 128–137.
Shi, C., Huang, Z., Zhou, Y., He, J., Yang, F., and Hang, L. (2019). “Soil desaturation methods for the improvement of liquefiable ground.” Proc., 7th International Conference on Materials Science and Engineering, Wuhan, China.
Silva, V., Amo-Oduro, D., Calderon, A., Dabbeek, J., Despotaki, V., Martins, L., Rao, A., Simionato, M., Vigano, D., Yepes, C., Acevedo, A., Crowley, H., Horspool, N., Jaiswal, K., Journeay, M., and Pittore, M. (2018). Global Earthquake Model (GEM) Risk Map. Global Earthquake Model Foundation.
United States Department of Transportation, Federal Highway Administration. (2017). “Geotechnical aspects of pavements reference manual.” Chapter 5 in Geotechnical Aspects of Pavements Reference Manual, Washington, DC.
Wang, L., van Paassen, L. A., Gao, Y., He, J., Gao, Y., and Kim, D. (2020). “Laboratory tests on mitigation of soil liquefaction with microbial induced desaturation and precipitation (MIDP).” Geotechnical Testing Journal. Accepted April 27, 2020.
Wilderer, P. A., Jones, W. L., and Dau, U. (1987). “Competition in denitrification systems affecting reduction rate and accumulation of nitrite.” Water Research, 21(2): 239–245.
van Paassen, L. A., Pham, V., Mahabadi, N., Hall, C. A., Stallings, E., and Kavazanjian, E. (2017). “Desaturation via Biogenic Gas Formation as a Ground Improvement Technique.” Proc. Pan-American conference on Unsaturated Soil Mechanics, Dallas, TX.
Yamamoto-Ikemoto, R., Matsui, S., Komori, T., and Bosque-Hamilton, E. J. (1996). “Symbiosis and competition among sulfate reduction, filamentous sulfur, denitrification, and poly-P accumulation bacteria in the anerobic-oxic activated sludge of a municipal plant.” Water Science and Technology, 34(5-6), 119–128.
Yegian, M. K., Eseller-Bayat, E., and Alshawabkeh, A. (2007). “Induced-partial saturation for liquefaction mitigation: Experimental investigation.” J. Geotechnical and Geoenvironmental Eng., 133(4), 372–380.
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Lifelines 2022
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Published online: Nov 16, 2022
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