Unsaturated Fluid Flow through Granular Soils Treated with Microbial Induced Desaturation and Precipitation

Elizabeth G. Stallings Young; Claudia E. Zapata; Leon van Paassen

doi:10.1051/e3sconf/202019505003

All issues

Volume 195 (2020)

E3S Web Conf., 195 (2020) 05003

References

Open Access

Issue		E3S Web Conf. Volume 195, 2020 4^th European Conference on Unsaturated Soils (E-UNSAT 2020)


Article Number		05003
Number of page(s)		5
Section		Special Session on Biocementation
DOI		https://doi.org/10.1051/e3sconf/202019505003
Published online		16 October 2020

O’Donnell, S.T.; Kavazanjian, E.; Rittmann, B.E. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. II: MICP. Journal of Geotechnical and Geoenvironmental Engineering 2017, 143, 04017095, doi:10.1061/(ASCE)GT.1943-5606.0001806. [Google Scholar]
O’Donnell, S.T.; Rittmann, B.E.; Kavazanjian, E. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation. Journal of Geotechnical and Geoenvironmental Engineering 2017, 143, 04017094, doi:10.1061/(ASCE)GT.1943-5606.0001818. [Google Scholar]
Baveye, P.; Vandevivere, P.; Hoyle, B.L.; DeLeo, P.C.; de Lozada, D.S. Environmental impact and mechanisms of the biological clogging of saturated soils and aquifer materials. Critical reviews in environmental science and technology 1998, 28, 123-191. [Google Scholar]
Okamura, M.; Takebayashi, M.; Nishida, K.; Fuji, N.; Jinguji, M.; Imasato, T.; Yasuhara, H.; Nakagawa, E. In-Situ Desaturation Test by Air Injection and Its Evaluation through Field Monitoring and Multiphase Flow Simulation. Journal of geotechnical and geoenvironmental engineering 2011, 137, 643-652. [Google Scholar]
Yegian, M.; Eseller-Bayat, E.; Alshawabkeh, A.; Ali, S. Induced-partial saturation for liquefaction mitigation: experimental investigation. Journal of Geotechnical and Geoenvironmental Engineering 2007, 133, 372-380. [Google Scholar]
Eseller-Bayat, E.; Yegian, M.K.; Alshawabkeh, A.; Gokyer, S. Liquefaction Response of Partially Saturated Sands. I: Experimental Results. Journal of Geotechnical and Geoenvironmental Engineering 2013, 139, 863-871. [Google Scholar]
Rebata-Landa, V.; Santamarina, J.C. Mechanical Effects of Biogenic Nitrogen Gas Bubbles in Soils. Journal of Geotechnical and Geoenvironmental Engineering 2012, 138, 128-137. [Google Scholar]
He, J.; Chu, J. Undrained Responses of Microbially Desaturated Sand under Monotonic Loading. Journal of Geotechnical and Geoenvironmental Engineering 2014, 140. [Google Scholar]
van Paassen, L.A.; Daza, C.M.; Staal, M.; Sorokin, D.Y.; van der Zon, W.; van Loosdrecht, M.C.M. Potential soil reinforcement by biological denitrification. Ecological Engineering 2010, 36, 168-175, doi:10.1016/j.ecoleng.2009.03.026. [Google Scholar]
Kavazanjian, E., Jr.; O’Donnell, S.T. Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification: A Two-Phase Process. In IFCEE 2015, 2015; doi:10.1061/9780784479087.212pp. 2286-2295. [Google Scholar]
O’Donnell, S. Mitigation of earthquake-induced soil liquefaction via microbial denitrification: A two-stage process Dissertation, Arizona State University, ProQuest Dissertations & Theses Global, 2016. [Google Scholar]

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[1] O’Donnell, S.T.; Kavazanjian, E.; Rittmann, B.E. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. II: MICP. Journal of Geotechnical and Geoenvironmental Engineering 2017, 143, 04017095, doi:10.1061/(ASCE)GT.1943-5606.0001806. [Google Scholar]

[2] O’Donnell, S.T.; Rittmann, B.E.; Kavazanjian, E. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation. Journal of Geotechnical and Geoenvironmental Engineering 2017, 143, 04017094, doi:10.1061/(ASCE)GT.1943-5606.0001818. [Google Scholar]

[3] Baveye, P.; Vandevivere, P.; Hoyle, B.L.; DeLeo, P.C.; de Lozada, D.S. Environmental impact and mechanisms of the biological clogging of saturated soils and aquifer materials. Critical reviews in environmental science and technology 1998, 28, 123-191. [Google Scholar]

[4] Okamura, M.; Takebayashi, M.; Nishida, K.; Fuji, N.; Jinguji, M.; Imasato, T.; Yasuhara, H.; Nakagawa, E. In-Situ Desaturation Test by Air Injection and Its Evaluation through Field Monitoring and Multiphase Flow Simulation. Journal of geotechnical and geoenvironmental engineering 2011, 137, 643-652. [Google Scholar]

[5] Yegian, M.; Eseller-Bayat, E.; Alshawabkeh, A.; Ali, S. Induced-partial saturation for liquefaction mitigation: experimental investigation. Journal of Geotechnical and Geoenvironmental Engineering 2007, 133, 372-380. [Google Scholar]

[6] Eseller-Bayat, E.; Yegian, M.K.; Alshawabkeh, A.; Gokyer, S. Liquefaction Response of Partially Saturated Sands. I: Experimental Results. Journal of Geotechnical and Geoenvironmental Engineering 2013, 139, 863-871. [Google Scholar]

[7] Rebata-Landa, V.; Santamarina, J.C. Mechanical Effects of Biogenic Nitrogen Gas Bubbles in Soils. Journal of Geotechnical and Geoenvironmental Engineering 2012, 138, 128-137. [Google Scholar]

[8] He, J.; Chu, J. Undrained Responses of Microbially Desaturated Sand under Monotonic Loading. Journal of Geotechnical and Geoenvironmental Engineering 2014, 140. [Google Scholar]

[9] van Paassen, L.A.; Daza, C.M.; Staal, M.; Sorokin, D.Y.; van der Zon, W.; van Loosdrecht, M.C.M. Potential soil reinforcement by biological denitrification. Ecological Engineering 2010, 36, 168-175, doi:10.1016/j.ecoleng.2009.03.026. [Google Scholar]

[10] Kavazanjian, E., Jr.; O’Donnell, S.T. Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification: A Two-Phase Process. In IFCEE 2015, 2015; doi:10.1061/9780784479087.212pp. 2286-2295. [Google Scholar]

[11] O’Donnell, S. Mitigation of earthquake-induced soil liquefaction via microbial denitrification: A two-stage process Dissertation, Arizona State University, ProQuest Dissertations & Theses Global, 2016. [Google Scholar]