Technical Papers
Oct 13, 2017

MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 12

Abstract

This paper focuses on desaturation due to the microbially mediated dissimilatory reduction of nitrogen, or denitrification, for mitigating the potential for earthquake-induced soil liquefaction. Denitrification has the potential to mitigate earthquake-induced liquefaction as a two-stage process referred to as microbially induced desaturation and precipitation (MIDP). In MIDP, desaturation provides mitigation in Stage 1, and microbially induced carbonate precipitation (MICP) provides mitigation in Stage 2. Denitrifying bacteria, when stimulated, have the ability to rapidly desaturate a saturated soil by producing nitrogen and carbon dioxide gases. Small amounts of desaturation can significantly increase the cyclic resistance of saturated soil. As this desaturated condition may not last indefinitely, desaturation is relied upon only to provide temporary mitigation. However, in addition to desaturating the soil, denitrifying bacteria can induce MICP by increasing the pH and carbonate alkalinity of the pore fluid. Interparticle cementation, void filling, and particle roughening induced by MICP improve the cyclic resistance and dilatant behavior of granular soil, thereby providing long-term mitigation of liquefaction. This paper describes the use of desaturation via denitrification for short-term mitigation of earthquake-induced liquefaction. The use of MICP via denitrification as a long-term solution 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 any opinions or positions of the NSF.

References

Almeida, J. S., Julio, S. M., Reis, M. A. M., and Carrondo, M. J. T. (1994) “Nitrite inhibition of denitrification by Pseudomonas fluorescens.” Biotechnol. Bioeng., 46(3), 194–201.
Andrus, R. D., and Chung, R. M. (1995). Ground improvement techniques for liquefaction remediation near existing lifelines, National Institute of Standards and Technology, Gaithersburg, MD.
Arab, A., Shahrour, I., and Lancelot, L. (2011). “A laboratory study of liquefaction of partially saturated sand.” J. Iberian Geol., 37(1), 29–36.
ASTM. (2009). “Standard test methods for particle-size distribution (Gradation) of soils using sieve analysis.” ASTM D6913-04, West Conshohocken, PA.
Bengtson, S., Belivanova, V., Rasmussen, B., and Whitehouse, M. (2009). “The controversial ‘Cambrian’ fossils of the Vindhyan are real but more than a billion years older.” Proc. Natl. Acad. Sci., 106(19), 7729–7734.
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.
Cho, G.-C., Dodds, J., and Santamarina, J. C. (2006). “Particle shape effects on packing density, stiffness, and strenth: Natural and crushed sands.” J. Geotech. Geoenviron. Eng., 591–602.
DeJong, J. T., Mortenson, B. M., Martinez, B. C., and Nelson, D. C. (2010). “Bio-mediated soil improvement.” Ecol. Eng., 36(2), 197–210.
Eseller-Bayat, E., Yegian, M. K., Alshawabkeh, A., and Gokyer, S. (2013). “Liquefaction response of partially saturated sands. I: Experimental results.” J. Geotech. Geoenviron. Eng., 863–871.
Fredlund, D. G., Xing, A., Fredlund, M. D., and Barbour, S. L. (1996). “The relationship of the unsaturated soil strength function to the soil-water characteristic curve.” Can. Geotech. J., 33(3), 440–448.
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.
Frost, J., and Park, J. (2003). “A critical assessment of the moist tamping technique.” Geotech. Test. J., 26(1), 57–70.
Glass, C., and Silverstein, J. (1998). “Denitrification kinetics of high nitrate concentration water: pH effect on inhibition and nitrite accumulation.” Water Res., 32(3), 831–839.
Hamdan, N. (2013). “Carbonate mineral precipitation for soil improvement through microbial denitrification.” Master’s thesis, Arizona State Univ., Tempe, AZ.
Hardin, B. O., and Richart, F. E., Jr. (1963). “Elastic wave velocities in granular soils.” J. Soil Mech. Found. Div., 89(1), 33–66.
Hatanaka, M., and Masuda, T. (2008). “Experimental study on the relationship between degree of saturation and P-wave velocity in sandy soils.” Proc., 2nd Int. Conf. GEDMAR, Springer, Berlin.
He, J., and Chu, J. (2014). “Undrained responses of microbially desaturated sand under monotonic loading.” J. Geotech. Geoenviron. Eng., 04014003.
He, J., Chu, J., and Ivanov, V. (2013). “Mitigation of liquefaction of saturated sand using biogas.” Geotechniqe, 63(4), 267–275.
Karatas, I. (2008). “Microbiological improvement of the physical properties of soils.” 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 BioGeotech Engineering (CD-ROM), 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., 6ICEGE, The Conference Company, Christchurch, New Zealand.
Kramer, S. L. (1996). Geotechnical earthquake engineering, Prentice Hall, Upper Saddle River, NJ.
Lade, P. V., and Pradel, D. (1990). “Instability and plastic flow of soils. I: Experimental observations.” J. Eng. Mech., 2532–2550.
Leong, E. C., and Cheng, Z. Y. (2016). “Effects of confining pressure and degree of saturation on wave velocities of soils.” Int. J. Geomech., D4016013.
Li, Y. (2014). “Mitigation of sand liquefaction using in situ production of biogas with biosealing.” Master’s thesis, Iowa State Univ., Ames, IA.
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.
O’Donnell, S. (2016). “Mitigation of earthquake-induced soil liquefaction via microbial denitrification: A two-stage process.” Arizona State Univ., Tempe, AZ.
O’Donnell, S. T., Kavazanjian, E., and Rittmann, B. E. (2017). “MIDP: Liquefaction mitigation via microbial denitrification as a two-stage process. II: MICP.” J. Geotech. Geoenviron. Eng., 04017095.
Ojuri, O. O., and Fijabi, D. O. (2012). “Standard sand for geotechnical engineering and geoenvironmental research in Nigeria: Igbokoda sand.” Adv. Environ. Res., 1(4), 305–321.
Okamura, M., and Soga, Y. (2006). “Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand.” Soils Found., 46(5), 695–700.
Okamura, M., and Teraoka, T. (2006). “Shaking table tests to investigate soil desaturation as a liquefaction countermeasure.” Proc., Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground, Davis, CA.
Rebata-Landa, V., and Santamarina, J. C. (2012). “Mechanical effects of biogenic nitrogen gas bubbles in soils.” J. Geotech. Geoenviron. Eng., 128–137.
Rogers, N., van Ballegooy, S., Williams, K., and Johnson, L. (2015). “Considering post disaster damage to residential building construction: Is our modern building construction resilient?” Proc., 6ICEGE, The Conference Company, Christchurch, New Zealand.
Santamarina, J. C., and Cho, G. C. (2001). “Determination of critical state parameters in sandy soils: Simple procedure.” Geotech. Test. J., 24(2), 185–192.
Tsukamoto, Y., Ishihara, K., Nakazawa, H., Kamada, K., and Huang, Y. (2002). “Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities.” Soils Found., 42(6), 93–104.
U.S. Silica. (2016). “Testing silica: The original Ottawa Silica.” ⟨http://www.ussilica.com/products/testing-silica⟩ (Aug. 25, 2016).
Valle-Molina, C., and Stokoe, K. H. (2012). “Seismic measurements in sand specimens with varying degrees of saturation using piezoelectric transducers.” Can. Geotech. J., 49(6), 671–685.
Van Paassen, L. A., Daza, C. M., Stall, M., Sorokin, D. Y., van der Zon, W., and van Loosdrecht, M. C. M. (2010). “Potential soil reinforcement by biological denitrification.” Ecol. Eng., 36(2), 168–175.
Yang, J., Savidis, S., and Roemer, M. (2004). “Evaluating liquefaction strength of partially saturated sand.” J. Geotech. Geoenviron. Eng., 975–979.
Yegian, M. K., Eseller-Bayat, E., Alshawabkeh, A., and Ali, S. (2007). “Induced-partial saturation for liquefaction mitigation: Experimental investigation.” J. Geotech. Geoenviron. Eng., 372–380.
Zlatovic, S., and Ishihara, K. (1997). “Normalized behavior of very loose non-plastic soils: Effects of fabric.” Soils Found., 37(4), 47–56.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 12December 2017

History

Received: Oct 27, 2016
Accepted: Jul 11, 2017
Published online: Oct 13, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 13, 2018

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Sean T. O’Donnell, M.ASCE [email protected]
Staff Engineer, Geosyntec Consultants, 10211 Wincopin Circle, Columbia, MD 21044 (corresponding author). E-mail: [email protected]
Bruce E. Rittmann, M.ASCE [email protected]
Regents’ Professor, School of Sustainability and the Built Environment, Arizona State Univ., Tempe, AZ 85287-3005. E-mail: [email protected]
Edward Kavazanjian Jr., F.ASCE [email protected]
Regents’ Professor, School of Sustainability and the Built Environment, Arizona State Univ., Tempe, AZ 85287-3005. E-mail: [email protected]

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