Evaluating the Applicability of Biostimulated Calcium Carbonate Precipitation to Stabilize Clayey Soils
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 3
Abstract
Clayey soils with medium to high plasticity are prevalent in several parts of the world, causing billions of dollars in damage annually to various civil infrastructures. Several ground-improvement techniques can be employed to counteract this issue. However, these methods are impractical in certain situations and unsustainable in others due to their economic and environmental impacts. Microbial-induced calcite precipitation (MICP) could provide a more sustainable alternative. Researchers have successfully used MICP to alter specific geotechnical properties of sands and silts. This research investigates the applicability of MICP via biostimulation to treat clayey soils with low to high plasticity. The goal is to determine the viability of this technique to alter the engineering behavior of clayey soils, especially given the low permeability of these soils. For this purpose, four soils were selected from four different locations in Idaho and Montana. The soils were selected such that their plasticity varied from low to high to study the effect of plasticity index on the effectiveness of MICP treatments. In addition to the four soils, three additional artificial mixes were studied to study the effect of clay content on MICP effectiveness. Both macroscale and microscale studies were conducted on untreated and biostimulated soils to observe strength gain, swelling reduction, and calcium carbonate precipitation. The results show that MICP via biostimulation would be a promising method to treat problematic clayey soils.
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Acknowledgments
The authors acknowledge the support provided by the IDEA program of the National Co-operative Highway Research program. Special thanks are due to Dr. Inam Jawed for his continued support throughout the course of this research. Thanks are also due to John Arambarri and Keith Nottingham of the Idaho Transportation Department (District 3) for their help with sample collection and delivery. The research team would like to thank the personnel from the Idaho Microfabrication Laboratory located at Boise State University for providing the facility for doing SEM tests. The SuRGE laboratory in the Department of Civil Engineering at Boise State University assisted the research team in various aspects, and the authors’ gratitude toward them would be unparalleled.
References
Al Qabany, A., and K. Soga. 2013. “Effect of chemical treatment used in MICP on engineering properties of cemented soils.” Géotechnique 63 (4): 331. https://doi.org/10.1680/geot.SIP13.P.022.
ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM D422. West Conshohocken, PA: ASTM.
ASTM. 2008. Standard test method for one-dimensional swell or settlement potential of cohesive soils. ASTM D4546-03. West Conshohocken, PA: ASTM.
ASTM. 2010. Standard test method for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for laboratory compaction characteristics of soil using standard effort. ASTM D698. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166. West Conshohocken, PA: ASTM.
Bing, L. 2015. Geotechnical properties of biocement treated sand and clay. Singapore: Nanyang Technological Univ.
Boquet, E., and A. R.-C. A. Boronat. 1973. “Production of calcite (calcium carbonate) crystals by soil bacteria is a general phenomenon.” Nature 246 (5434): 527–529. https://doi.org/10.1038/246527a0.
Burbank, M., T. Weaver, R. Lewis, T. Williams, B. Williams, and R. Crawford. 2013. “Geotechnical tests of sands following bioinduced calcite precipitation catalyzed by indigenous bacteria.” J. Geotech. Geoenviron. Eng. 139 (6): 928–936. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000781.
Burbank, M. B., T. J. Weaver, T. L. Green, B. Williams, and R. L. Crawford. 2011. “Precipitation of calcite by indigenous microorganisms to strengthen liquefiable soils.” Geomicrobiol. J. 28 (4): 301–312. https://doi.org/10.1080/01490451.2010.499929.
Burne, R. A., and Y. Y. Chen. 2000. “Bacterial ureases in infectious diseases.” Microbes Infect. 2 (5): 533–542. https://doi.org/10.1016/S1286-4579(00)00312-9.
Cardoso, R., I. Pires, S. O. D. Duarte, and G. A. Monteiro. 2018. “Effect of clay’s chemical interaction on biocementation.” Appl. Clay Sci. 156 (May): 96–103. https://doi.org/10.1016/j.clay.2018.01.035.
Cheng, L., and M. A. Shahin. 2015. “Assessment of different treatment methods by microbial-induced calcite precipitation for clayey soil improvement.” In Proc., 68th Canadian Geotechnical Conf. Québec: Curtin Research Publications.
Chittoori, B., A. A. B. Moghal, A. Pedarla, and A. M. Al-Mahbashi. 2016. “Effect of density on the pore size and pore volume of expansive clays.” In Proc., 4th Geo-China Int. Conf. Reston, VA: ASCE.
Chittoori, B. C. S., M. Burbank, and M. T. Islam. 2018. “Evaluating the effectiveness of soil-native bacteria in precipitating calcite to stabilize expansive soils.” In Proc., Int. Foundations Congress and Equipment Expo, 59–68. Reston, VA: ASCE.
Chu, J., V. Stabnikov, and V. Ivanov. 2012. “Microbially induced calcium carbonate precipitation on surface or in the bulk of soil.” Geomicrobiol. J. 29 (6): 544–549. https://doi.org/10.1080/01490451.2011.592929.
DeJong, J. T., M. B. Fritzges, and K. Nüsslein. 2006. “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. Eng. 132 (11): 1381–1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381).
DeJong, J. T., B. C. Mortensen, and D. C. Nelson. 2010. “Bio-mediated soil improvement.” Ecol. Eng. 36 (2): 197–210. https://doi.org/10.1016/j.ecoleng.2008.12.029.
Flemming, H. C., J. Wingender, T. Griebe, and C. Mayer. 2000. Physico-chemical properties of biofilms. Reading, UK: Harwood Academic Publishers.
Fujita, Y., J. L. Taylor, T. L. T. Gresham, M. E. Delwiche, F. S. Colwell, T. L. McLing, L. M. Petzke, and R. W. Smith. 2008. “Stimulation of microbial urea hydrolysis in groundwater to enhance calcite precipitation.” Environ. Sci. Technol. 42 (8): 3025–3032. https://doi.org/10.1021/es702643g.
Gomez, M. G., C. M. R. Graddy, J. T. DeJong, D. C. Nelson, and M. Tsesarsky. 2018. “Stimulation of native microorganisms for biocementation in samples recovered from field scale treatment depths.” J. Geotech. Geoenviron. Eng. 144 (1): 04017098. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001804.
Hammes, F., and W. Verstraete. 2002. “Key roles of pH and calcium metabolism in microbial carbonate precipitation.” Rev. Environ. Sci. Biotechnol. 1 (1): 3–7. https://doi.org/10.1023/A:1015135629155.
Islam, M. T. 2018. Studying the applicability of biostimulated calcite precipitation in stabilizing expansive soils. Boise, ID: Boise State Univ.
Jones, C. W. 1958. “Stabilization of expansive clay with hydrated lime and with Portland cement.” Highway Res. Bull. 193: 40–47.
Jones, D. E., Jr., and W. G. Holts. 1973. “Expansive soils—The hidden disaster.” Am. Soc. Civ. Engineers 43 (8): 49–51.
Jones, L. D., and I. Jefferson. 2012. “Expansive soils. ICE manual of geotechnical engineering.” In Geotechnical engineering principles, problematic soils and site investigation. 413–441. London: ICE Publishing.
Little, D. N. 1999. Evaluation of structural properties of lime stabilized soils and aggregates, 1. Arlington, VA: National Lime Association.
Little, D. N. 2000. Evaluation of structural properties of lime stabilized soils and aggregates. Arlington, VA: National Lime Association.
Martinez, B., J. DeJong, T. Ginn, B. Montoya, T. Barkouki, C. Hunt, B. Tanyu, and D. Major. 2013. “Experimental optimization of microbial-induced carbonate precipitation for soil improvement.” J. Geotech. Geoenviron. Eng. 139 (4): 587–598. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000787.
McDonald, E. B. 1973. Experimental moisture barrier and waterproof surface. Pierre, SD: South Dakota DOT.
Mitchell, J. K., and K. Soga. 2013. Fundamentals of soil behavior. New York: Wiley.
Mortensen, B. M., M. J. Haber, J. T. Dejong, L. F. Caslake, and D. C. Nelson. 2011. “Effects of environmental factors on microbial induced calcium carbonate precipitation.” J. Appl. Microbiol. 111 (2): 338–349. https://doi.org/10.1111/j.1365-2672.2011.05065.x.
Neupane, S. 2016. Evaluating the suitability of microbial induced calcite precipitation technique for stabilizing expansive soils. Boise, ID: Boise State Univ.
Obuzor, G. N., J. M. Kinuthia, and R. B. Robinson. 2011. “Enhancing the durability of flooded low-capacity soils by utilizing lime-activated ground granulated blast furnace slag (GGBS).” Eng. Geol. 123 (3): 179–186. https://doi.org/10.1016/j.enggeo.2011.07.009.
Petry, T. M., and D. N. Little. 2002. “Review of stabilization of clays and expansive soils in pavements and lightly loaded structures—History, practice, and future.” J. Mater. Civ. Eng. 14 (6): 447–460. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(447).
Rao, S. M., and K. Revanasiddappa. 2005. “Role of micro fabric in matric suction of residual soils.” Eng. Geol. 80 (1–2): 60–70. https://doi.org/10.1016/j.enggeo.2005.04.001.
Snethen, D. R. 1984. “Evaluation of expedient methods for identification and classification of potentially expansive soils.” In Proc., 5th Int. Conf. on Expansive Soils, 22–26. Washington, DC: Transportation Research Board.
Soon, N. W., M. Lee, T. C. Khun, and H. S. Ling. 2013. “Improvements in engineering properties of soils through microbial-induced calcite precipitation.” KSCE J. Civ. Eng. 17 (4): 718–728.
Steinberg, M. L. 1981. “Deep vertical fabric moisture barriers under swelling soils.” Transp. Res. Rec. 790: 87–94.
Stocks-Fischer, S., J. K. Galinat, and S. S. Bang. 1999. “Microbiological precipitation of CaCO3.” Soil Biol. Biochem. 31 (11): 1563–1571. https://doi.org/10.1016/S0038-0717(99)00082-6.
Thompson, M. R. 1970. Soil stabilization of pavement systems—State of the art. Champaign, IL: Dept. of the Army, Construction Engineering Research Laboratory.
Torsvik, V., J. Goksoyr, and F. L. Daae. 1990. “High diversity in DNA of soil bacteria.” Appl. Environ. Microbiol. 56 (3): 782–787.
Tsesarsky, M., D. Gat, and Z. Ronen. 2018. “Biological aspects of microbial-induced calcite precipitation.” Environ. Geotech. 5 (2): 69–78. https://doi.org/10.1680/jenge.15.00070.
TxDOT (Texas DOT). 2005. Guidelines for treatment of sulfate-rich soils and bases in pavement structures. Austin, TX: TxDOT.
UNEP (United Nations Environment Programme). 2010. Greening cement production has a big role to play in reducing greenhouse gas emissions. Nairobi, Kenya: UNEP.
US Army. 1994. Soil stabilization for pavements. Arlington, VA: Joint Departments of the Army and the Air Force.
Van Paassen, L. A. 2009. Biogrout, ground improvement by microbially induced carbonate precipitation. Delft, Netherlands: Delft Univ. of Technology.
Van Paassen, L. A., R. Ghose, T. J. M. van der Linden, W. R. L. van der Star, and M. C. M. van Loosdrecht. 2010. “Quantifying biomediated ground improvement by ureolysis: Large-scale biogrout experiment.” J. Geotech. Geoenviron. Eng. 136 (12): 1721–1728. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000382.
Van Paassen, L. A., V. S. Whiffin, and M. P. Harkes. 2007. “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J. 24 (5): 417–423. https://doi.org/10.1080/01490450701436505.
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©2019 American Society of Civil Engineers.
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Received: Aug 6, 2018
Accepted: Jul 22, 2019
Published online: Dec 20, 2019
Published in print: Mar 1, 2020
Discussion open until: May 20, 2020
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