MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. II: MICP
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 12
Abstract
This paper focuses on the potential for microbially induced carbonate precipitation (MICP) via dissimilatory reduction of nitrogen, or denitrification, to mitigate the potential for earthquake-induced soil liquefaction. Denitrification has the potential to provide mitigation of earthquake-induced soil liquefaction as a two-stage process referred to by the authors as microbially induced desaturation and precipitation (MIDP). In MIDP, desaturation provides mitigation in Stage 1 and MICP provides mitigation in Stage 2. Denitrifying bacteria, when stimulated, have the ability to rapidly desaturate a saturated soil via gas production, thereby significantly increasing the cyclic resistance of the soil. However, because this desaturated condition may not last indefinitely, desaturation is only relied upon to provide temporary mitigation in MIDP. In Stage 2 of MIDP, interparticle cementation, void filling, and particle roughening as a result of MICP significantly improve the strength, stiffness, dilatant behavior, and cyclic strength of the soil, thereby providing long-term liquefaction mitigation (i.e., after denitrification has ceased). This paper describes the use of MICP via denitrification for the long-term mitigation of earthquake-induced liquefaction. Desaturation via denitrification for the short-term mitigation of liquefaction potential is presented in a companion paper.
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Acknowledgments
Work described herein was supported by the National Science Foundation (NSF) Geomechanics and Geosystems Engineering and Engineering Research Center programs under Grants CMMI-1233658 and ERC-1449501. The authors are grateful for this support. Any opinions or positions expressed in this article are those of the authors only and do not reflect the opinions or positions of the NSF.
References
Burbank, M., Weaver, T., Lewis, R., Williams, T., Williams, B., and Crawford, R. (2013). “Geotechnical tests of sand following bioinduced calcite precipitation catalyzed by indigenous bacteria.” J. Geotech. Geoenviron. Eng., 928–936.
DeJong, J. T., Martinez, B. C., Ginn, T. R., Hunt, C., Major, D., and Tanyu, B. (2014). “Development of a scaled repeated five-spot treatment model for examining microbial induced calcite precipitation feasibility in field applications.” Geotech. Test. J., 37(3), 424–435.
DeJong, J. T., Mortenson, B. M., Martinez, B. C., and Nelson, D. C. (2010). “Bio-mediated soil improvement.” Ecol. Eng., 36(2), 197–210.
De Yoreo, J. J., and Vekilov, P. G. (2003). “Principles of crystal nucleation and growth.” Mineral. Soc. Am., 54(1), 57–93.
Fredlund, M. D., Fredlund, D. G., and Wilson, G. W. (2000). “An equation to represent grain-size distribution.” Can. Geotech. J., 37(4), 817–827.
Hamdan, N. M. (2015). “Applications of enzyme induced carbonate precipitation (EICP) for soil improvement.” Ph.D. dissertation, Arizona State Univ., Tempe, AZ.
Karatas, I., Kavazanjian, E., Jr., and Rittmann, B. E. (2008). “Microbially induced precipitation of calcite using Pseudomonas denitrificans.” Proc., 1st Int. Conf. on Biogeotechnology Engineering, Delft, Netherlands.
Kavazanjian, E., Jr., O’Donnell, S. T., and Hamdan, N. (2015). “Biogeotechnical mitigation of earthquake-induced soil liquefaction by Denitrification: A two stage process.” Proc., 6th Int. Conf. on Earthquake Geotechnical Engineering, The Conference Company New Zealand, Christchurch, New Zealand.
Montoya, B. M., and DeJong, J. T. (2015). “Stress-strain behavior of sands cemented by Microbially induced calcite precipitation.” J. Geotech. Geoenviron. Eng., 04015019.
Montoya, B. M., DeJong, J. T., and Boulanger, R. W. (2013). “Dynamic response of liquefiable sand improved by microbial-induced calcite precipitation.” Geotechnique, 63(4), 302–312.
Mortenson, B. M., Haber, M. J., DeJong, J. T., Caslake, L. F., and Nelson, D. C. (2011). “Effects of environmental factors on microbial induced calcium carbonate precipitation.” J. Appl. Microbiol., 111(2), 338–349.
O’Donnell, S. (2016). “Mitigation of earthquake-induced soil liquefaction via microbial denitrification: A two-stage process.” Ph.D. dissertation, Arizona State Univ., Tempe, AZ.
O’Donnell, S. T., and Kavazanjian, E., Jr. (2015). “Stiffness and dilatancy improvements in uncemented sands treated through MICP.” J. Geotech. Geoenviron. Eng., 02815004.
O’Donnell, S. T., Rittmann, B. E., and Kavazanjian, E. (2017). “MIDP: Liquefaction mitigation via microbial denitrification as a two-stage process. I: Desaturation.” J. Geotech. Geoenviron. Eng., 04017094.
Ruiz-Agudo, E., Putnis, C. V., Rodriguez-Navarro, C., and Putnis, A. (2011). “Effect of pH on calcite growth at constant ratio and supersaturation.” Geochimica et Cosmochimica Acta, 75(1), 284–296.
van der Star, W. R. L., van Wijngaarden-van Rossum, W. K., van Paassen, L. A., van Baalen, L. R., and van Zwieten, G. (2011). “Stabilization of gravel deposits using microorganisms.” Proc., 15th European Conf. on Soil Mechanics and Geotechnical Engineering, IOS Press BV, Amsterdam, Netherlands.
van Paassen, L. A., Daza, C. M., Stall, M., Sorokin, D. Y., van der Zon, W., and van Loosdrecht, M. C. M. (2010a). “Potential soil reinforcement by biological denitrification.” Ecol. Eng., 36(2), 168–175.
van Paassen, L. A., Ghose, R., van der Linden, T. J. M., van der Star, W. R. L., and van Loosdrecht, M. C. M. (2010b). “Quantifying biomediated ground improvement by ureolysis: Large-scale biogrout experiment.” J. Geotech. Geoenviron. Eng., 1721–1728.
Whiffin, V. S., van Paassen, L. A., and Harkes, M. P. (2007). “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J., 24(5), 417–423.
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©2017 American Society of Civil Engineers.
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Received: Oct 27, 2016
Accepted: Jun 28, 2017
Published online: Oct 13, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 13, 2018
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