Technical Papers
Apr 26, 2021

Microbial Mineralization and Carbonation Consolidation of Dredger Fill and Its Mechanical Properties

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 7

Abstract

Streptomyces-induced calcite precipitation (SICP) was used to bind loose dredger fill into soil columns. The composition, microstructure, strength, and permeability of the soil columns were studied. The X-ray diffraction (XRD) results show that the cementitious material of calcium carbonate was found in the soil columns. The morphology of the soil columns with and without streptomyces was the sheet and the block structure, respectively. The compressive strength of the soil columns was highest (2.29 MPa) when the content of streptomyces was 30%. The compressive strength of the soil columns with streptomyces was higher than other groups when the medium solution pH was 9, although the hydraulic conductivity of the soil columns containing streptomyces (15% of calcium oxide) was similar to those without. Under the optimal bacterial powder content of 30%, the average resulting content of calcium carbonate was 12.73% in the soil columns. Compared with microbially-induced carbonate precipitation (MICP), the SICP process did not release ammonia gas during biomineralization. Therefore, the SICP technique is environmentally friendly for the cementation process.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published paper.

Acknowledgments

This work was supported by the National Nature Science Foundation of China (Grant Nos. 51702238, 51578427, 51572197, and 41372264), the China Postdoctoral Science Foundation (2019M650715), the Opening Funds of Jiangsu Key Laboratory of Construction Materials (No. CM2018-02), the Plan Project of Science and Technology of Zhejiang Province (Nos. 2014C33015 and 2015C33220), and the Plan Project of Science and Technology of Wenzhou (No. ZS2017002).

References

Anagnostopoulos, C. A. 2015. “Strength properties of an epoxy resin and cement-stabilized silty clay soil.” Appl. Clay Sci. 114 (Sep): 517–529. https://doi.org/10.1016/j.clay.2015.07.007.
Aspatwar, A., S. Haapanen, and S. Parkkila. 2018. “An update on the metabolic roles of carbonic anhydrases in the model alga Chlamydomonas reinhardtii.” Metabolites 8 (1): 22. https://doi.org/10.3390/metabo8010022.
Boquet, E., A. Boronat, and A. Ramos-Cormenzana. 1973. “Production of calcite (calcium carbonate) crystals by soil bacteria is a general phenomenon.” Nature 246 (Dec): 527–529. https://doi.org/10.1038/246527a0.
Cheng, L., and R. Cord-Ruwisch. 2012. “In situ soil cementation with ureolytic bacteria by surface percolation.” Ecol. Eng. 42 (May): 64–72. https://doi.org/10.1016/j.ecoleng.2012.01.013.
Cheng, L., M. A. Shahin, and R. Cord-Ruwisch. 2014. “Bio-cementation of sandy soil using microbially induced carbonate precipitation (MICP) for marine environments.” Géotechnique 64 (12): 1010–1013. https://doi.org/10.1680/geot.14.T.025.
China Academy of Building Research. 2006. Sodium bentonite geosynthetic clay liner. JG/T 193-2006. Beijing: People’s Republic of China.
Choi, S. G., S. F. Wu, and J. Chu. 2016. “Biocementation for sand using an eggshell as calcium source.” J. Geotech. Geoenviron. Eng. 142 (10): 06016010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001534.
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. Nusslein. 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.
Dhami, N. K., W. R. Alsubhi, E. Watkin, and A. Mukherjee. 2017. “Bacterial community dynamic sand biocement formation during stimulation and augmentation: Implications for soil consolidation.” Front. Microbiol. 8 (Jul): 1267. https://doi.org/10.3389/fmicb.2017.01267.
Ehrlich, H. L. 1999. “Microbes as geologic agents: Their role in mineral formation.” Geomicrobiol. J. 16 (2): 135–153. https://doi.org/10.1080/014904599270659.
Feng, K., and B. M. Montoya. 2016. “Influence of confinement and cementation level on the behavior of microbial-induced calcite precipitated sands under monotonic drained loading.” J. Geotech. Geoenviron. 142 (1): 04015057.1. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001379.
Forestry Research Institute of China. 2010. Determination of calcium carbonate in forest soil. LY/T 1250-1999. Beijing: National Standards of the People’s Republic of China.
Gao, Y. F., L. Hang, J. He, and J. Chu. 2019. “Mechanical behaviour of biocemented sands at various treatment levels and relative densities.” Acta Geotech. 14 (3): 697–707. https://doi.org/10.1007/s11440-018-0729-3.
Jiang, N. J., and K. Soga. 2017. “The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel-sand mixtures.” Géotechnique 67 (1): 42–55. https://doi.org/10.1680/jgeot.15.P.182.
Jimenez-Lopez, C., A. Rodriguez-Navarro, J. M. Dominguez-Vera, and J. M. Garcia-Ruiz. 2003. “Influence of lysozyme on the precipitation of calcium carbonate: A kinetic and morphologic study.” Geochim. Cosmochim. Acta 67 (9): 1667–1676. https://doi.org/10.1016/S0016-7037(02)01275-9.
Karol, R. H. 2003. Chemical grouting and soil stabilization. Boca Raton, FL: CRC Press.
Khan, M. N. H., G. G. N. N. Amarakoon, S. Shimazaki, and S. Kawasaki. 2015. “Coral sand solidification test based on microbially induced carbonate precipitation using ureolytic bacteria.” Mater. Trans. 56 (10): 1725–1732. https://doi.org/10.2320/matertrans.M-M2015820.
Kim, I. G., B. H. Jo, D. G. Kang, C. S. Kim, Y. S. Choi, and H. J. Cha. 2012. “Biomineralization based conversion of carbon dioxide to calcium carbonate using recombinant carbonic anhydrase.” Chemosphere 87 (10): 1091–1096. https://doi.org/10.1016/j.chemosphere.2012.02.003.
Kupriyanova, K., A. Villarejo, A. Markelova, L. Gerasimenko, J. Zavarzin, G. Samuelsson, D. A. Los, and N. Pronina. 2007. “Extracellular carbonic anhydrases of the stromatolite-forming cyanobacterium Microcoleus chthonoplastes.” Microbiology 153 (4): 1149–1156. https://doi.org/10.1099/mic.0.2006/003905-0.
Li, L., D. Hao, and M. Fu. 2014. “Process and apparatus for CO2 capture and sequestration with immobilised carbonic anhydrase.” Supplement, Mater. Technol. 29 (S2): A44–A47. https://doi.org/10.1179/1753555714Y.0000000142.
Liu, L., H. L. Liu, A. W. Stuedlein, T. M. Evans, and Y. Xiao. 2019. “Strength, stiffness, and microstructure characteristics of biocemented calcareous sand.” Can. Geotech. J. 56 (10): 1502–1513. https://doi.org/10.1139/cgj-2018-0007.
Lü, X., Q. He, Z. Wang, M. Cao, J. Zhao, J. Jiang, R. Zhao, and H. Zhang. 2019. “Calcium carbonate precipitation mediated by bacterial carbonic anhydrase in a Karst cave: Crystal morphology and stable isotopic fractionation.” Chem. Geol. 530 (Dec): 119331. https://doi.org/10.1016/j.chemgeo.2019.119331.
Maeshima, K., and M. Yoshimoto. 2017. “Preparation and characterization of carbonic anhydrase-conjugated liposomes for catalytic synthesis of calcium carbonate particles.” Enzyme Microb. Tech. 105 (Oct): 9–17. https://doi.org/10.1016/j.enzmictec.2017.06.002.
Qian, C. X., X. N. Yu, and X. Wang. 2018. “A study on the cementation interface of bio-cement.” Mater. Charact. 136 (Feb): 122–127. https://doi.org/10.1016/j.matchar.2017.12.011.
Rong, H., and C. X. Qian. 2015. “Binding functions of microbe cement.” Adv. Eng. Mater. 17 (3): 334–340. https://doi.org/10.1002/adem.201400030.
Rong, H., C. X. Qian, and L. Z. Li. 2012. “Influence of molding process on mechanical properties of sandstone cemented by microbe cement.” Constr. Build. Mater. 28 (1): 238–243. https://doi.org/10.1016/j.conbuildmat.2011.08.039.
Sharma, T., S. Sharma, H. Kamyab, and A. Kumar. 2020. “Energizing the CO2 utilization by chemo-enzymatic approaches and potentiality of carbonic anhydrases: A review.” J. Cleaner Prod. 247 (Feb): 119138. https://doi.org/10.1016/j.jclepro.2019.119138.
Smith, K. S., and J. G. Ferry. 2000. “Prokaryotic carbonic anhydrases.” FEMS Microbiol. Rev. 24 (4): 335–366. https://doi.org/10.1111/j.1574-6976.2000.tb00546.x.
Suzuki, M., T. Fujimoto, and T. Taguchi. 2014. “Peak and residual strength characteristics of cement-treated soil cured under different consolidation conditions.” Soils Found. 54 (4): 687–698. https://doi.org/10.1016/j.sandf.2014.06.023.
Wu, C., J. Chu, S. F. Wu, and Y. Hong. 2019. “3D characterization of microbially induced carbonate precipitation in rock fracture and the resulted permeability reduction.” Eng. Geol. 249 (Jan): 23–30. https://doi.org/10.1016/j.enggeo.2018.12.017.
Xiao, P., H. L. Liu, Y. Xiao, A. W. Stuedlein, and T. M. Evans. 2018. “Liquefaction resistance of bio-cemented calcareous sand.” Soil Dyn. Earthquake Eng. 107 (Apr): 9–19. https://doi.org/10.1016/j.soildyn.2018.01.008.
Yu, C., R. P. Liao, X. Q. Cai, and X. N. Yu. 2019. “Sodium polyacrylate modified method to improve permeant performance of bentonite in chemical resistance.” J. Cleaner Prod. 213 (Mar): 242–250. https://doi.org/10.1016/j.jclepro.2018.12.179.
Zhan, Q., X. Yu, Z. Pan, and C. Qian. 2021. “Microbial-induced synthesis of calcite based on carbon dioxide capture and its cementing mechanism.” J. Cleaner Prod. 278: 123398. https://doi.org/10.1016/j.jclepro.2020.123398.
Zhan, Q., X. Yu, S. Zhang, Y. Xu, Z. Pan, and C. Qian. 2020. “Study on improving the consolidation properties of microbial cementitious material by promoting spore germination ratio.” Constr. Build. Mater. 252 (Aug): 119036. https://doi.org/10.1016/j.conbuildmat.2020.119036.
Zhan, Q. W., and C. X. Qian. 2017. “Stabilization of sand particles by bio-cement based on CO2 capture and utilization: Process, mechanical properties and microstructure.” Constr. Build. Mater. 133 (Feb): 73–80. https://doi.org/10.1016/j.conbuildmat.2016.12.058.
Zhang, Y., H. X. Guo, and X. H. Cheng. 2015. “Role of calcium sources in the strength and microstructure of microbial mortar.” Constr. Build. Mater. 77 (Feb): 160–167. https://doi.org/10.1016/j.conbuildmat.2014.12.040.
Zhang, Z., Y. Li, W. Zhang, J. Wang, M. R. Soltanian, and A. G. Olabi. 2018. “Effectiveness of amino acid salt solutions in capturing CO2: A review.” Renewable Sustainable Energy Rev. 98 (Dec): 179–188. https://doi.org/10.1016/j.rser.2018.09.019.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 7July 2021

History

Received: Aug 7, 2020
Accepted: Nov 23, 2020
Published online: Apr 26, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 26, 2021

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Master’s Student, College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, China. Email: [email protected]
Professor, College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, China. Email: [email protected]
Lecturer, College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, China; Assistant Research Fellow, School of Environment, Tsinghua Univ., Beijing 100084, China (corresponding author). Email: [email protected]; [email protected]

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