Chapter
Jun 7, 2018
Geotechnical Earthquake Engineering and Soil Dynamics V

Centrifuge Model Testing of Liquefaction Mitigation via Denitrification-Induced Desaturation

Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)

ABSTRACT

Centrifuge model tests were conducted to evaluate the potential for earthquake-induced soil liquefaction mitigation via microbially mediated denitrification (dissimilatory reduction of nitrogen). Desaturation by denitrifying bacteria is the first stage of a two-stage process to increase earthquake-induced liquefaction resistance referred to as microbially induced desaturation and precipitation (MIDP). In the test described herein, denitrification was induced in Ottawa F-65 sand on the 1-m radius centrifuge at the University of California, Davis NHERI/CGM centrifuge. The degree of saturation was monitored during testing by monitoring soil moisture content. After monitoring indicated that significant desaturation had been induced at 1 g by an enriched denitrifying microorganism culture, the model was accelerated to 80 g. Saturation measurements during spin-up provided insight on the influence of steady state pore pressure on biogenic gas desaturation. Cyclic loading during the ultimate centrifuge acceleration of 80 g demonstrated desaturation via MIDP has potential to mitigate earthquake-induced soil liquefaction.

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ACKNOWLEDGMENTS

Work described herein was supported by the National Science Foundation Geomechanics and Geosystems Engineering and Engineering Research Center programs under grants numbered CMMI-0703000, CMMI-0727463 CMMI-1233658, CMMI-0830182, and ERC-1449501. Operation of the centrifuge is supported by NSF under the NHERI program, CMMI-1520581. The authors are grateful for this support. Any opinions, findings and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect those of the NSF.

REFRENCES

Darby, K. M., Boulanger, R. W., and DeJong, J. T. (2017). “Effect of multiple shaking events on cone penetration resistances in saturated sand.” Proc., Performance-based Design in Earthquake Geotechnical Engineering, PBD-III Vancouver, M. Taiebat et al., eds,. ISSMGE Technical Committee TC203, paper 534.
DeJong, J. T., Mortensen, B. M., Martinez, B. C., and Nelson, D. C. (2010). Bio-mediated soil improvement. Ecological Eng., 36, 197–210.
Garnier, J., Gaudin, C., Springman, S.M., Culligan, P.J., Goodings, D., Konig, D., Kutter, B., Phillips, R., Randolph, M.F., & Thorel, L. 2007. Catalog of scaling laws and similitude questions in geotechnical centrifuge modelling. International Journal of Physical modelling in Geotechnics, 3: 1–23.
He, J., Chu, J., and Ivanov, V. (2013). Mitigation of liquefaction of saturated sand using biogas. Géotechnique, 63(4), 267–275.
He, J. and Chu, J. (2014). Undrained Responses of Microbially Desaturated Sand under Monotonic Loading. J. Geotech. and Geoenviron. Eng., 140(5), 1–8.
Martin, D., Dodds, K., Butler, I. B., and Ngwenya, B. T. (2013) Carbonate Precipitation underPressure for Bioengineering in the Anaerobic Subsurface via Denitrification. Environmental Sci. and Tech., 47 (15), 8692–8699.
O’Donnell, S. T., Kavazanjian, E., Jr., and Rittmann, B. E. 2017a. 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., Kavazanjian, E., Jr., and Rittmann, B. E. 2017b. Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process, Stage II: MICP. J. Geotechnical and Geoenvironmental Eng., 143(12), 04017095.
Pham, V., Nakano, A., Van der Star, W., Heimovaara, T., and van Paassen, L. A. 2016. Applying MICP by denitrification: A process analysis. Environmental Geotechnics.
Pham, V. 2017. Bio-based Ground Improvement through Microbial Induced Desaturation and Precipitation (MIDP). (Doctoral Dissertation). Delft University of Technology, Delft, The Netherlands.
Rebata-Landa, V. and Santamarina, J.C. 2012. Mechanical Effects of Biogenic Nitrogen Gas Bubbles in Soils. J. Geotech. and Geoenviron. Eng., 138(2): 128–137.
van Paassen, L. A., Daza, C. M., Staal, M., Sorokin, D. Y., van der Zon, W., and van Loosdrecht, M. C. M. (2010). Potential soil reinforcement by biological denitrification. Ecological Eng., 36, 168–175.

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Go to Geotechnical Earthquake Engineering and Soil Dynamics V
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 117 - 126
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5

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Published online: Jun 7, 2018

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Caitlyn A. Hall, S.M.ASCE [email protected]
Graduate Student Researcher, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281. E-mail: [email protected]
Gabby Hernandez [email protected]
Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. E-mail: [email protected]
Kathleen M. Darby, S.M.ASCE [email protected]
Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. E-mail: [email protected]
Leon van Paassen, M.ASCE [email protected]
Associate Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281. E-mail: [email protected]
Edward Kavazanjian Jr., Ph.D., F.ASCE [email protected]
Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281. Email: [email protected]
Jason DeJong, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. Email: [email protected]
Daniel Wilson, Ph.D., M.ASCE [email protected]
Associate Director, Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. Email: [email protected]

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