Abstract
Purpose
Soil loss by rainfall is a serious problem in civil and environmental engineering. In this study, microbially induced calcite precipitation (MICP) was applied to reduce rainfall-induced soil loss. Furthermore, the effects of particle size and organic matter content were investigated.
Materials and methods
A mixture of Sporosarcina pasteurii, 450 mM urea, and 450 mM calcium ions was introduced to sand and sandy loam with 2.6% organic matter content to induce MICP. Artificial rainfall and penetrometer tests were conducted to analyze the soil loss and surface strength, respectively, of the MICP-applied soils.
Results
As MICP was applied, the concentration of CaCO3 precipitates increased linearly (9.8 mg CaCO3/g-soil/application), but the strength of the soil reached a plateau of 23.9 ± 1.2 N/mm after five repeated applications (54.5 ± 3.6 mg CaCO3/g-soil). Only after two repeated MICP applications, up to 84% of reduction in loss rate was accomplished in sand under the worst conditions (rainfall intensity of 75 mm/h, slope of 15°), while only 58% of reduction was obtained after five repeated applications in sandy loam with 2.6% organic matter. For the same amount of CaCO3 precipitates, the strength was higher in sand with larger particle size. Lower organic matter content led to the higher strength. SEM revealed that larger CaCO3 precipitates were obtained in sand with lower organic matter content.
Conclusion
Our results indicate that the effect of MICP on the prevention of rainfall-induced soil loss is promoted when the particle size is larger and organic matter content is lower.
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References
Anderson J, Bang S, Bang SS, Lee SJ, Choi SR, Dho NY (2014) Reduction of wind erosion potential using microbial calcite and soil fibers. In: Geo-Congress 2014 Technical Papers. https://doi.org/10.1061/9780784413272.163
Bhaduri S, Montemagno C (2018) Sporosarcina pasteurii can clog and strengthen a porous medium mimic. PLoS One 13:e0207489. https://doi.org/10.1371/journal.pone.0207489
Bullock P (2005) Climate change impact. In: Hillel D (ed) encyclopedia of soils in the environment. Elsevier, Oxford, pp 254–262. https://doi.org/10.1016/B0-12-348530-4/00089-8
Cheng L, Cord-Ruwisch R, Shahin MA (2013) Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation. Can Geotech J 50:81–90
Cheng L, Shahin MA, Mujah D (2017) Influence of Key Environmental Conditions on Microbially Induced Cementation for Soil Stabilization. J Geotech Geoenviron. 143. https://doi.org/10.1061/(SCE)GT.1943-5606.0001586
Choi S-G, Chang I, Lee M, Lee J-H, Han J-T, Kwon T-H (2020) Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers. Constr Build Mater 246:118415. https://doi.org/10.1016/j.conbuildmat.2020.118415
Chung H (2020) Microbially induced calcium carbonate precipitation to prevent soil erosion in heavy metals-contaminated sites as a measure of risk mitigation. Doctoral dissertation. Seoul National University
Conyers MK, Davey BG (1988) Observations on some routine methods for soil pH determination. Soil Sci 145:29–36
DeJong JT, Fritzges MB, Nüsslein K (2006) Microbially induced cementation to control sand response to undrained shear. J Geotech Geoenviron 132:1381–1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381
DeJong JT, Mortensen BM, Martinez BC, Nelson DC (2010) Bio-mediated soil improvement. Ecol Eng 36:197–210. https://doi.org/10.1016/j.ecoleng.2008.12.029
Dhami NK, Reddy MS, Mukherjee A (2013) Biomineralization of calcium carbonates and their engineered applications: a review. Front Microbiol 4:314. https://doi.org/10.3389/fmicb.2013.00314
Gat D, Ronen Z, Tsesarsky M (2017) Long-term sustainability of microbial-induced CaCO3 precipitation in aqueous media. Chemosphere 184:524–531. https://doi.org/10.1016/j.chemosphere.2017.06.015
Gee GW, Or D (2002) 2.4 Particle-size analysis. Methods of soil analysis: part 4 physical methods 5:255–293
Gustafsson J (2014) Visual MINTEQ 3.1 Sweden, Stockholm (KTH Royal Institute of Technology, Department of Land and Water Resource Engineering)
Hoch A, Reddy M, Aiken G (2000) Calcite crystal growth inhibition by humic substances with emphasis on hydrophobic acids from the Florida Everglades. Geochim Cosmochim Acta 64:61–72
Huang J, Yu H, Guan X, Wang G, Guo R (2015) Accelerated dryland expansion under climate change. Nat Clim Chang 6:166. https://doi.org/10.1038/nclimate2837https://www.nature.com/articles/nclimate2837#supplementary-information
Ivanov V, Chu J (2008) Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ. Rev Environ Sci Biotechnol 7:139–153. https://doi.org/10.1007/s11157-007-9126-3
Jiang N-J, Tang C-S, Yin L-Y, Xie Y-H, Shi B (2019) Applicability of microbial calcification method for sandy-slope surface erosion control. J Mater Civ Eng 31:04019250. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002897
Lal R (2001) Soil degradation by erosion. Land Degrad Dev 12:519–539. https://doi.org/10.1002/ldr.472
Lebron I, Suarez D (1996) Calcite nucleation and precipitation kinetics as affected by dissolved organic matter at 25 C and pH> 7.5. Geochim Cosmochim Acta 60:2765–2776
Lin Y-P, Singer PC, Aiken GR (2005) Inhibition of calcite precipitation by natural organic material: kinetics, mechanism, and thermodynamics. Environ Sci Technol 39:6420–6428
Meyer FD, Bang S, Min S, Stetler LD, Bang SS (2011) Microbiologically-induced soil stabilization: application of Sporosarcina pasteurii for fugitive dust control. Geo-Frontiers
Miller WP, Miller DM (1987) A micro-pipette method for soil mechanical analysis. Commun Soil Sci Plant Anal 18:1–15. https://doi.org/10.1080/00103628709367799
Morgan RPC (2009) Soil erosion and conservation. Wiley
Morse JW, Arvidson RS, Lüttge A (2007) Calcium carbonate formation and dissolution. Chem Rev 107:342–381
Mortensen B, Haber M, DeJong J, Caslake L, Nelson D (2011) Effects of environmental factors on microbial induced calcium carbonate precipitation. J Appl Microbiol 111:338–349
Mujah D, Shahin MA, Cheng L (2016) State-of-the-art review of biocementation by microbially induced calcite precipitation (micp) for soil stabilization. Geomicrobiol J 34:524–537. https://doi.org/10.1080/01490451.2016.1225866
Naeimi M, Chu J (2017) Comparison of conventional and bio-treated methods as dust suppressants. Environ Sci Pollut Res 24:23341–23350. https://doi.org/10.1007/s11356-017-9889-1
Nearing MA et al (2005) Modeling response of soil erosion and runoff to changes in precipitation and cover. Catena 61:131–154. https://doi.org/10.1016/j.catena.2005.03.007
Omoregie AI, Palombo EA, Ong DEL, Nissom PM (2019) Biocementation of sand by Sporosarcina pasteurii strain and technical-grade cementation reagents through surface percolation treatment method. Constr Build Mater 228:116828. https://doi.org/10.1016/j.conbuildmat.2019.116828
Qabany AA, Soga K (2013) Effect of chemical treatment used in MICP on engineering properties of cemented soils. Géotechnique 63:331–339. https://doi.org/10.1680/geot.SIP13.P.022
Reddi LN, Bonala MV (1997) Critical shear stress and its relationship with cohesion for sand. Kaolinite mixtures. Can Geotech J 34:26–33
Rowley MC, Grand S, Verrecchia ÉP (2018) Calcium-mediated stabilisation of soil organic carbon. Biogeochemistry 137:27–49
Schollenberger CJ, Simon RH (1945) Determination of exchange capacity and exchangeable bases in soil - ammonium acetate method. Soil Sci 59:13–24
Soon NW, Lee LM, Khun TC, Ling HS (2014) Factors affecting improvement in engineering properties of residual soil through microbial-induced calcite precipitation. J Geotech Geoenviron 140:04014006
Su Z-A, Zhang J-H, Nie X-J (2010) Effect of soil erosion on soil properties and crop yields on slopes in the Sichuan Basin, China. Pedosphere 20:736–746. https://doi.org/10.1016/s1002-0160(10)60064-1
Szilassi P, Jordan G, van Rompaey A, Csillag G (2006) Impacts of historical land use changes on erosion and agricultural soil properties in the Kali Basin at Lake Balaton, Hungary. Catena 68:96–108. https://doi.org/10.1016/j.catena.2006.03.010
Terzis D, Laloui L (2018) 3-D micro-architecture and mechanical response of soil cemented via microbial-induced calcite precipitation. Sci Rep 8:1416. https://doi.org/10.1038/s41598-018-19895-w
Ulusay R, Aydan O, Erguler ZA, Ngan-Tillard DJM, Seiki T, Verwaal W, Sasaki Y, Sato A (2014) ISRM suggested method for the needle penetration test rock mechanics and rock engineering. 47:1073–1085. https://doi.org/10.1007/s00603-013-0534-0
USEPA (1986) Method 9080: cation-exchange capacity of soils (ammonium acetate), part of test methods for evaluating solid waste, physical/chemical methods
Walkley A, Black IA (1934) An examination of the degtjareff method for determining soil organic matter, and a proposed modification of the chromic acid titration method. Soil Sci 37:29–38
Young RN, Southard JB (1978) Erosion of fine-grained marine sediments: sea-floor and laboratory experiments. Geol Soc Am Bull 89:663–672
Acknowledgments
The authors would like to thank Institute of Engineering Research at Seoul National University for technical assistance.
Funding
This work was supported by the Korea Environment Industry & Technology Institute through Subsurface Environment Management Project (2018002450002) funded by the Korea Ministry of Environment.
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Chung, H., Kim, S.H. & Nam, K. Application of microbially induced calcite precipitation to prevent soil loss by rainfall: effect of particle size and organic matter content. J Soils Sediments 21, 2744–2754 (2021). https://doi.org/10.1007/s11368-020-02757-2
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DOI: https://doi.org/10.1007/s11368-020-02757-2