Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 2
Abstract
A review of liquefaction case histories shows that sand deposits containing some fines were common in past liquefaction events. While current liquefaction mitigation measures are mostly applicable to clean sands or open sites, development of nondisruptive techniques applicable to sands containing fines is critical. This paper examines the application and performance of microbial-induced partial saturation (MIPS) for liquefaction mitigation of sands with various silt contents. The investigation consisted of a set of undrained strain-controlled cyclic direct simple shear (DSS) tests on untreated and MIPS-treated samples. Experimental results suggested that high excess pore pressure was developed in untreated clean and silty sand specimens, which led to liquefaction depending on the shear strain level. Regardless of fines content and induced shear strain amplitude, MIPS-treated samples with only 4%–5% reduction in degree of saturation did not liquefy. A semi-empirical equation was adopted to predict the excess pore pressure generation in partially saturated conditions. The equation is able to reasonably predict the excess pore pressure generated in both clean and silty sands with variable degrees of saturation.
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Data Availability Statement
Most of the data and models generated or used during the study appear in the published article. However, some of data and models generated or used during the study are available from the corresponding author by request, including raw experimental data and testing conditions.
References
Bird, J. F., and J. J. Bommer. 2004. “Earthquake losses due to ground failure.” Eng. Geol. 75 (2): 147–179. https://doi.org/10.1016/j.enggeo.2004.05.006.
Boudreau, B. P. 2012. “The physics of bubbles in surficial, soft, cohesive sediments.” Mar. Pet. Geol. 38 (1): 1–18. https://doi.org/10.1016/j.marpetgeo.2012.07.002.
Boulanger, R. W., M. W. Meyers, L. H. Mejia, and I. M. Idriss. 1998. “Behavior of a fine-grained soil during the Loma Prieta earthquake.” Can. Geotech. J. 35 (1): 146–158. https://doi.org/10.1139/t97-078.
Bray, J. D., et al. 2004. “Subsurface characterization at ground failure sites in Adapazari, Turkey.” J. Geotech. Geoenviron. Eng. 130 (7): 673–685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673).
Bray, J. D., and R. B. Sancio. 2006. “Assessment of the liquefaction susceptibility of fine-grained soils.” J. Geotech. Geoenviron. Eng. 144 (6): 1165–1177. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:9(1165).
Butler, I. B., M. A. A. Schoonen, and D. T. Rickard. 1994. “Removal of dissolved oxygen from water: A comparison of four common techniques.” Talanta 41 (2): 211–215. https://doi.org/10.1016/0039-9140(94)80110-X.
Carlton, B. 2014. “An improved description of the seismic response of sites with high plasticity soils, organic clays, and deep soft soil deposits.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley.
Carraro, J. A. H., M. Prezzi, and R. Salgado. 2009. “Shear strength and stiffness of sands containing plastic or nonplastic fines.” J. Geotech. Geoenviron. Eng. 135 (9): 1167–1178. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:9(1167).
Cetin, K. O., and H. T. Bilge. 2011. “Cyclic large strain and induced pore pressure models for saturated clean sands.” J. Geotech. Geoenviron. Eng. 138 (3): 309–323. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000631.
Chaney, R. C. 1978. “Saturation effects on the cyclic strength of sands.” In Vol. I of Proc., ASCE Geotechnical Engineering Division Specially Conf. on Earthquake Engineering and Soil Dynamics. New York: ASCE.
Dash, H. K., and T. G. Sitharam. 2009. “Undrained cyclic pore pressure response of sand–silt mixtures: Effect of nonplastic fines and other parameters.” Geotech. Geol. Eng. 27 (4): 501–517. https://doi.org/10.1007/s10706-009-9252-5.
Dobry, R. 1985. Liquefaction of soils during earthquakes.. Washington, DC: Committee on Earthquake Engineering.
Dobry, R., R. S. Ladd, F. Y. Yokel, R. M. Chung, and D. Powell. 1982. Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method: National Bureau Standard Building Science series 138. Washington, DC: US Dept. of Commerce/National Bureau of Standards.
Dong, Y., N. Lu, and J. S. McCartney. 2017. “Scaling shear modulus from small to finite strain for unsaturated soils.” J. Geotech. Geoenviron. Eng. 144 (2): 04017110. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001819.
Duku, P. M., J. P. Stewart, D. H. Whang, and E. Yee. 2008. “Volumetric strains of clean sands subject to cyclic loads.” J. Geotech. Geoenviron. Eng. 134 (8): 1073–1085. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:8(1073).
Dunstan, A. H. 1998. “Laboratory simulation of earthquake loading on clay.” M.Sc. thesis, Dept. of Civil Engineering, Univ. of New Hampshire.
Eseller-Bayat, E., M. K. Yegian, A. Alshawabkeh, and S. Gokyer. 2013. “Liquefaction response of partially saturated sands. I: Experimental results.” J. Geotech. Geoenviron. Eng. 139 (6): 863–871. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000815.
Finn, W. L., P. M. Byrne, and G. R. Martin. 1976. “Seismic response and liquefaction of sands.” J. Geotech. Geoenviron. Eng. Div. 102 (8): 841–856.
Finno, R. J., Y. Zhang, and G. Buscarnera. 2017. “Experimental validation of Terzaghi’s effective stress principle for gassy sand.” J. Geotech. Geoenviron. Eng. 143 (12): 04017092. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001797.
Fredlund, D. G., and H. Rahardjo. 1993. Soil mechanics for unsaturated soils. New York: Wiley.
Fry, V. A., J. S. Selker, and S. M. Gorelick. 1997. “Experimental investigations for trapping oxygen gas in saturated porous media for in situ bioremediation.” Water Resour. Res. 33 (12): 2687–2696. https://doi.org/10.1029/97WR02428.
Ghayoomi, M., J. S. McCartney, and H. Y. Ko. 2011. “Centrifuge test to assess the seismic compression of partially saturated sand layers.” Geotech. Test. J. 34 (4): 321–331. https://doi.org/10.1520/GTJ103355.
Ghayoomi, M., J. S. McCartney, and H. Y. Ko. 2013. “Empirical methodology to estimate seismically induced settlement of partially saturated sand.” J. Geotech. Geoenviron. Eng. 139 (3): 367–376. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000774.
Ghayoomi, M., G. Suprunenko, and M. Mirshekari. 2017. “Cyclic triaxial test to measure strain-dependent shear modulus of unsaturated sand.” Int. J. Geomech. 17 (9): 04017043. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000917.
Goudarzy, M., D. König, and T. Schanz. 2018. “Small and intermediate strain properties of sands containing fines.” Soil Dyn. Earthquake Eng. 110 (Jul): 110–120. https://doi.org/10.1016/j.soildyn.2018.02.020.
Hardin, B. O., and V. P. Drnevich. 1972. “Shear modulus and damping in soils: Design equations and curves.” J. Soil Mech. Found. Div. Proc. 98 (7): 667–692.
Hashash, Y. M. A. 2009. “DEEPSOIL V3.5 1-D nonlinear and equivalent linear wave propagation analysis program for geotechnical seismic site response analysis of soil deposits.” In User manual and tutorial. Urbana, IL: Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign.
Hazirbaba, K., and E. M. Rathje. 2009. “Pore pressure generation of silty sands due to induced cyclic shear strains.” J. Geotech. Geoenviron. Eng. 135 (12): 1892–1905. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000147.
He, J., and J. Chu. 2014. “Undrained responses of microbially desaturated sand under monotonic loading.” J. Geotech. Geoenviron. Eng. 140 (5): 04014003. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001082.
He, J., J. Chu, and V. Ivanov. 2013. “Mitigation of liquefaction of saturated sand using biogas.” Géotechnique 63 (4): 267–275. https://doi.org/10.1680/geot.SIP13.P.004.
Huang, Y., and L. Wang. 2016. “Laboratory investigation of liquefaction mitigation in silty sand using nanoparticles.” Eng. Geol. 204 (Apr): 23–32. https://doi.org/10.1016/j.enggeo.2016.01.015.
Huang, Y., and M. Yu. 2013. “Review of soil liquefaction characteristics during major earthquakes of the twenty-first century.” Nat. Hazards 65 (3): 2375–2384. https://doi.org/10.1007/s11069-012-0433-9.
Istok, J. D., M. M. Park, A. D. Peacock, M. Oostrom, and T. W. Wietsma. 2007. “An experimental investigation of nitrogen gas produced during denitrification.” Ground Water 45 (4): 461–467. https://doi.org/10.1111/j.1745-6584.2007.00319.x.
Iwasaki, T., and F. Tatsuoka. 1977. “Effects of grain size and grading on dynamic shear moduli of sands.” Soils Found. 17 (3): 19–35. https://doi.org/10.3208/sandf1972.17.3_19.
Jain, A. K., and R. Juanes. 2009. “Preferential mode of gas invasion in sediments: Grain-scale mechanistic model of coupled multiphase fluid flow and sediment mechanics.” J. Geophys. Res. Solid Earth 114 (8): 1–19. https://doi.org/10.1029/2008JB006002.
Kjellman, W. 1951. “Testing the shear strength of clay in Sweden.” Géotechnique 2 (3): 225–232. https://doi.org/10.1680/geot.1951.2.3.225.
Kokusho, T. 2007. “Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests.” In Earthquake géotechnical engineering, 159–184. Dordrecht, Netherlands: Springer.
Kraft, B., M. Strous, and H. Tegetmeyer. 2011. “Microbial nitrate respiration—Genes, enzymes and environmental distribution.” J. Biotechnol. 155 (1): 104–117. https://doi.org/10.1016/j.jbiotec.2010.12.025.
Kramer, S. L. 1996. Geotechnical earthquake engineering. Englewood Cliffs, NJ: Prentice Hall.
Le, K. N., and M. Ghayoomi. 2017. “Cyclic direct simple shear test to measure strain-dependent dynamic properties of unsaturated sand.” Geotech. Test. J. 40 (3): 381–395. https://doi.org/10.1520/GTJ20160128.
Lu, N., J. W. Godt, and D. T. Wu. 2010. “A closed-form equation for effective stress in unsaturated soil.” Water Resour. Res. 46 (5). https://doi.org/10.1029/2009WR008646.
Martin, G. R., W. D. L. Finn, and H. B. Seed. 1975. “Fundamentals of liquefaction under cyclic loading.” J. Geotech. Eng. Div. 101 (5): 423–438.
Matasovic, N. 2006. “D-MOD_2—A computer program for seismic response analysis of horizontally layered soil deposits, earthfill dams, and solid waste landfills.” In User’s manual, 20. Lacey, WA: GeoMotions, LLC.
Matasovic, N., and M. Vucetic. 1993. Seismic response of horizontally layered soil deposits. Berkeley, CA: School of Engineering and Applied Science, Univ. of California, Berkeley, CA.
Mele, L., J. T. Tian, S. Lirer, A. Flora, and J. Koseki. 2018. “Liquefaction resistance of unsaturated sands: Experimental evidence and theoretical interpretation.” Géotechnique 69 (6): 1–13. https://doi.org/10.1680/jgeot.18.P.042.
Miller, H. J. 1994. “Development of instrumentation to study the effects of aging on the small strain behavior of sands.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of New Hampshire.
Mirshekari, M., and M. Ghayoomi. 2017. “Centrifuge tests to assess seismic site response of partially saturated sand layers.” Soil Dyn. Earthquake Eng. 94 (Mar): 254–265. https://doi.org/10.1016/j.soildyn.2017.01.024.
Mousavi, S., and M. Ghayoomi. Forthcoming. “Dynamic shear modulus of microbial induced partially saturated sand.” In Proc., Int. Symp. on Bio-Mediated Bio-Inspired Geotechnics. Atlanta.
Mousavi, S., and M. Ghayoomi. 2019. “Liquefaction mitigation of silty sands via microbial induced partial saturation.” In Proc., Geo-Congress 2019: Earthquake Engineering and Soil Dynamics, 304–312. Reston, VA: ASCE.
Mousavi, S., M. Ghayoomi, and S. H. Jones. 2019. “Compositional and geo-environmental factors in microbial induced partial saturation.” Environ. Geotech. 1–13. https://doi.org/10.1680/jenge.18.00087.
O’Donnell, S. T., E. Kavazanjian, Jr., and B. E. Rittmann. 2017a. “MIDP: Liquefaction mitigation via microbial denitrification as a two-stage process. II: MICP.” J. Geotech. Geoenviron. Eng. 143 (12): 04017095. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001806.
O’Donnell, S. T., B. E. Rittmann, and E. Kavazanjian, Jr. 2017b. “MIDP: Liquefaction mitigation via microbial denitrification as a two-stage process. I: Desaturation.” J. Geotech. Geoenviron. Eng. 143 (12): 04017094. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001818.
Okamura, M., M. Ishihara, and K. Tamura. 2006. “Degree of saturation and liquefaction resistances of sand improved with sand compaction pile.” J. Geotech. Geoenviron. Eng. 130 (7): 258–264. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(258).
Okamura, M., and K. Noguchi. 2009. “Liquefaction resistances of unsaturated non-plastic silt.” Soils Found. 49 (2): 221–229. https://doi.org/10.3208/sandf.49.221.
Okamura, M., and Y. Soga. 2006. “Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand.” Soil Found. 46 (5): 695–700. https://doi.org/10.3208/sandf.46.695.
Okamura, M., M. Takebayashi, K. Nishida, N. Fujii, M. Jinguji, T. Imasato, H. Yasuhara, and E. Nakagawa. 2011. “In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation.” J. Geotech. Geoenviron. Eng. 137 (7): 643–652. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000483.
Orense, R. P., T. Kiyota, S. Yamada, M. Cubrinovski, Y. Hosono, M. Okamura, and S. Yasuda. 2011. “Comparison of liquefaction features observed during the 2010 and 2011 Canterbury earthquakes.” Seismol. Res. Lett. 82 (6): 905–918. https://doi.org/10.1785/gssrl.82.6.905.
Oztoprak, S., and M. D. Bolton. 2013. “Stiffness of sands through a laboratory test database.” Géotechnique 63 (1): 54–70. https://doi.org/10.1680/geot.10.P.078.
Pham, V. P., A. Nakano, W. R. Van Der Star, T. J. Heimovaara, and L. A. Van Paassen. 2016. “Applying MICP by denitrification in soils: A process analysis.” Environ. Geotech. 5 (2): 79–93. https://doi.org/10.1680/jenge.15.00078.
Pham, V. P., L. A. van Paassen, W. R. van der Star, and T. J. Heimovaara. 2018. “Evaluating strategies to improve process efficiency of denitrification-based MICP.” J. Geotech. Geoenviron. Eng. 144 (8): 04018049. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001909.
Polito, C. P., and J. R. Martin, II. 2001. “Effects of nonplastic fines on the liquefaction resistance of sands.” J. Geotech. Geoenviron. Eng. 127 (5): 408–415. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408).
Porcino, D. D., and V. Diano. 2017. “The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures.” Soil Dyn. Earthquake Eng. 101 (Oct): 311–321. https://doi.org/10.1016/j.soildyn.2017.07.015.
Rebata-Landa, V., and J. Santamarina. 2012. “Mechanical effects of biogenic nitrogen gas bubbles in soils.” J. Geotech. Geoenviron. Eng. 138 (2): 128–137. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000571.
Sadrekarimi, A. 2013. “Influence of fines content on liquefied strength of silty sands.” Soil Dyn. Earthquake Eng. 55 (Dec): 108–119. https://doi.org/10.1016/j.soildyn.2013.09.008.
Salgado, R., P. Bandini, and A. Karim. 2000. “Shear strength and stiffness of silty sand.” J. Geotech. Geoenviron. Eng. 126 (5): 451–462. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(451).
Seed, H. B., and I. M. Idriss. 1970. Soil moduli and damping factors for dynamic response analyses.. Berkeley, CA: Univ. of California, Berkeley.
Seed, H. B., R. B. Seed, L. F. Harder, and H. L. Jong. 1989. Re-evaluation of the lower San Fernando dam. Vicksburg, MI: U.S. Army Engineer Waterways Experiment Station.
Sherif, M. A., C. Tsuchiya, and I. Ishibashi. 1977. “Saturation effects on initial soil liquefaction.” J. Geotech. Eng. Div. 103 (8): 914–917.
Singh, S. 1994. “Liquefaction characteristics of silts.” Geotech. Geol. Eng. 14 (1): 1–19. https://doi.org/10.1007/BF00431231.
Sparks, A. 1965. Theoretical considerations of stress equations for partly saturated soils. Durban, Republic of South Africa: Univ. of Natal.
Thevanayagam, S., and G. R. Martin. 2002. “Liquefaction in silty soils—Screening and remediation issues.” Soil Dyn. Earthquake Eng. 22 (9): 1035–1042. https://doi.org/10.1016/S0267-7261(02)00128-8.
Thevanayagam, S., and S. Mohan. 2000. “Intergranular state variables and stress–strain behaviour of silty sands.” Géotechnique 50 (1): 1–23. https://doi.org/10.1680/geot.2000.50.1.1.
Tiedje, J. M. 1988. “Ecology of denitrification and dissimilatory nitrate reduction to ammonium.” In Vol. 717 of Biology of anaerobic microorganisms, 179–244. New York: Wiley.
Tsukamoto, Y. 2018. “Degree of saturation affecting liquefaction resistance and undrained shear strength of silty sands.” Soil Dyn. Earthquake Eng. 124 (Sep): 365–373. https://doi.org/10.1016/j.soildyn.2018.04.041.
Tsukamoto, Y., S. Kawabe, J. Matsumoto, and S. Hagiwara. 2014. “Cyclic resistance of two unsaturated silty sands against soil liquefaction.” Soils Found. 54 (6): 1094–1103. https://doi.org/10.1016/j.sandf.2014.11.005.
Unno, T., M. Kazama, R. Uzuoka, and N. Sento. 2008. “Liquefaction of unsaturated sand considering the pore air pressure and volume compressibility of the soil particle skeleton.” Soils Found. 48 (1): 87–99. https://doi.org/10.3208/sandf.48.87.
Vaid, Y. P., and D. Negussey. 1988. “Preparation of reconstituted sand specimens.” In Advanced triaxial testing of soil and rock, edited by R. T. Donaghe, R. C. Chaney, and M. L. Silver, 405–417. Philadelphia, PA: ASTM.
van Paassen, L. A., C. M. Daza, M. Staal, D. Y. Sorokin, W. van der Zon, and M. C. van Loosdrecht. 2010. “Potential soil reinforcement by biological denitrification.” Ecol. Eng. 36 (2): 168. https://doi.org/10.1016/j.ecoleng.2009.03.026.
Vucetic, M., and R. Dobry. 1986. Pore pressure build-up and liquefaction at level sandy sites during earthquakes.. Troy, NY: Dept. of Civil Engineering, Rensselaer Polytechnic Institute.
Wang, K., J. Chu, S. Wu, and J. He. 2020. “Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading.” Géotechnique 1–13.
Wood, D. M., and K. Maeda. 2008. “Changing grading of soil: Effect on critical states.” Acta Geotech. 3 (1): 3. https://doi.org/10.1007/s11440-007-0041-0.
Xu, H. F., and K. H. Xie. 2011. “Effective stress in soils under different saturation conditions.” J. Central South Univ. Technol. 18 (6): 2137–2142. https://doi.org/10.1007/s11771-011-0954-5.
Yamamuro, J. A., and P. V. Lade. 1998. “Steady-state concepts and static liquefaction of silty sands.” J. Geotech. Geoenviron. Eng. 124 (9): 868–877. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(868).
Yang, J., and X. Liu. 2016. “Shear wave velocity and stiffness of sand: The role of non-plastic fines.” Géotechnique 66 (6): 500–514. https://doi.org/10.1680/jgeot.15.P.205.
Yang, J., and L. M. Wei. 2012. “Collapse of loose sand with the addition of fines: The role of particle shape.” Géotechnique 62 (12): 1111–1125. https://doi.org/10.1680/geot.11.P.062.
Yee, E., P. M. Duku, and J. P. Stewart. 2013. “Cyclic volumetric strain behavior of sands with fines of low plasticity.” J. Geotech. Geoenviron. Eng. 140 (4): 04013042. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001041.
Yegian, M. K., E. Eseller-Bayat, and A. S. Alshawabkeh. 2007. “Induced-partial saturation for liquefaction mitigation: Experimental investigation.” J. Geotech. Geoenviron. Eng. 133 (4): 372–380. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(372).
Yoshimi, Y., K. Tanaka, and K. Tokimatsu. 1989. “Liquefaction resistance of a partially saturated sand.” Soils Found. 29 (3): 157–162. https://doi.org/10.3208/sandf1972.29.3_157.
Youd, T. L., and M. J. Bennett. 1983. “Liquefaction sites, Imperial Valley, California.” J. Geotech. Eng. 109 (3): 440–457. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(440).
Zamani, A., and B. M. Montoya. 2019. “Undrained cyclic response of silty sands improved by microbial induced calcium carbonate precipitation.” Soil Dyn. Earthquake Eng. 120 (May): 436–448. https://doi.org/10.1016/j.soildyn.2019.01.010.
Zhang, B., K. K. Muraleetharan, and C. Liu. 2016. “Liquefaction of unsaturated sands.” Int. J. Geomech. 16 (6): D4015002. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000605.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 2 • February 2021
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© 2020 American Society of Civil Engineers.
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Received: Jun 4, 2019
Accepted: Aug 31, 2020
Published online: Nov 18, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 18, 2021
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