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Technical Notes
Apr 27, 2018

Improvement of Surface Erosion Resistance of Sand by Microbial Biopolymer Formation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 7

Abstract

Direct use of naturally occurring microbes for soil improvement has recently gained attention due to their ubiquitous and versatile characteristics in subsurface soil. Microbes produce soft and sticky extracellular polymeric substances (or biopolymers) that are known to alter the hydrological characteristics of soils; however, the mechanisms and extent of such soft biopolymers in altering soil erosion resistance remain scarcely explored. This study explored the role of microbial biopolymers in soil erosion resistance. The surface erosion resistance of sandy soils was evaluated by using a hybrid erosion function apparatus, in which the model bacteria Leuconostoc mesenteroides were stimulated to produce an insoluble biopolymer. The results revealed that the microbial biopolymer formation increased the critical shear stress and surface erosion resistance, which the researchers attributed to the increased cohesion by grain-coating biopolymer slimes and the reduced seepage flows due to pore clogging. This study provides baseline but promising results on how microbially grown biopolymers can be used to improve soil erosion resistance.

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Acknowledgments

This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korean government (Ministry of Science, ICT & Future Planning) (No. 2017R1C1B2007173) and by a grant (17CTAP-C129729-01) from the Technology Advancement Research Program (TARP) funded by the Ministry of Land, Infrastructure, and Transport of the Korean government.

References

Agassi, M., and M. Ben-Hur. 1992. “Stabilizing steep slopes with soil conditioners and plants.” Soil Technol. 5 (3): 249–256. https://doi.org/10.1016/0933-3630(92)90025-V.
Ahn, T., S. Cho, and S. Yang. 2002. “Stabilization of soil slope using geosynthetic mulching mat.” Geotext. Geomembr. 20 (2): 135–146. https://doi.org/10.1016/S0266-1144(02)00002-X.
Basha, E., R. Hashim, H. Mahmud, and A. Muntohar. 2005. “Stabilization of residual soil with rice husk ash and cement.” Constr. Build. Mater. 19 (6): 448–453. https://doi.org/10.1016/j.conbuildmat.2004.08.001.
Baveye, P., P. Vandevivere, B. L. Hoyle, P. C. DeLeo, and D. S. de Lozada. 1998. “Environmental impact and mechanisms of the biological clogging of saturated soils and aquifer materials.” Crit. Rev. Environ. Sci. Technol. 28 (2): 123–191. https://doi.org/10.1080/10643389891254197.
Bouwer, E., H. Rijnaarts, A. B. Cunningham, and R. Gerlach. 2000. “Biofilms in porous media.” In Biofilms II: Process analysis and applications, 123–158. New York: Wiley.
Briaud, J.-L., F. Ting, H. Chen, Y. Cao, S. W. Han, and K. Kwak. 2001. “Erosion function apparatus for scour rate predictions.” J. Geotech. Geoenviron. 127 (2): 105–113. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:2(105).
Briaud, J.-L., F. C. Ting, H. Chen, R. Gudavalli, S. Perugu, and G. Wei. 1999. “SRICOS: Prediction of scour rate in cohesive soils at bridge piers.” J. Geotech. Geoenviron. 125 (4): 237–246. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(237).
Chang, I., and G.-C. Cho. 2012. “Strengthening of Korean residual soil with β-1, 3/1, 6-glucan biopolymer.” Constr. Build. Mater. 30 (May): 30–35. https://doi.org/10.1016/j.conbuildmat.2011.11.030.
Chang, I., J. Im, and G.-C. Cho. 2016. “Geotechnical engineering behaviors of gellan gum biopolymer treated sand.” Can. Geotech. J. 53 (10): 1658–1670. https://doi.org/10.1139/cgj-2015-0475.
Chang, I., A. K. Prasidhi, J. Im, H.-D. Shin, and G.-C. Cho. 2015. “Soil treatment using microbial biopolymers for anti-desertification purposes.” Geoderma 253 (Sep): 39–47. https://doi.org/10.1016/j.geoderma.2015.04.006.
Chiew, Y.-M. 1992. “Scour protection at bridge piers.” J. Hydraul. Eng. 118 (9): 1260–1269. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:9(1260).
DeJong, J. T., M. B. Fritzges, and K. Nüsslein. 2006. “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. 132 (11): 1381–1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381).
Dunsmore, B. C., C. J. Bass, and H. M. Lappin-Scott. 2004. “A novel approach to investigate biofilm accumulation and bacterial transport in porous matrices.” Environ. Microbiol. 6 (2): 183–187. https://doi.org/10.1046/j.1462-2920.2003.00546.x.
Ham, S.-M., T.-H. Kwon, I. Chang, and M.-K. Chung. 2016. “Ultrasonic P-wave reflection monitoring of soil erosion for erosion function apparatus.” Geotech. Test. J. 39 (2): 301–314. https://doi.org/10.1520/GTJ20150040.
Hanson, G., and K. Cook. 1997. Development of excess shear stress parameters for circular jet testing. St. Joseph, MI: American Society of Agricultural and Biological Engineers (ASAE).
Heidarpour, M., H. Afzalimehr, and E. Izadinia. 2010. “Reduction of local scour around bridge pier groups using collars.” Int. J. Sediment. Res. 25 (4): 411–422. https://doi.org/10.1016/S1001-6279(11)60008-5.
Iltis, G. C., R. T. Armstrong, D. P. Jansik, B. D. Wood, and D. Wildenschild. 2011. “Imaging biofilm architecture within porous media using synchrotron-based X-ray computed microtomography.” Water Resour. Res. 47 (2): W02601. https://doi.org/10.1029/2010WR009410.
Indraratna, B., T. Muttuvel, H. Khabbaz, and R. Armstrong. 2008. “Predicting the erosion rate of chemically treated soil using a process simulation apparatus for internal crack erosion.” J. Geotech. Geoenviron. 134 (6): 837–844. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:6(837).
Ivanov, V., and J. Chu. 2008. “Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ.” Rev. Environ. Sci. Biotechnol. 7 (2): 139–153. https://doi.org/10.1007/s11157-007-9126-3.
Jacobs, W., P. Le Hir, W. Van Kesteren, and P. Cann. 2011. “Erosion threshold of sand-mud mixtures.” Cont. Shelf Res. 31 (10): S14–S25. https://doi.org/10.1016/j.csr.2010.05.012.
Jiang, N. J., and K. Soga. 2016. “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.
Jiang, N. J., K. Soga, and M. Kuo. 2016. “Microbially induced carbonate precipitation for seepage-induced internal erosion control in sand-clay mixtures.” J. Geotech. Geoenviron. 143 (3): 04016100 https://doi.org/10.1061/(ASCE)GT.1943-5606.0001559.
Karol, R. H. 2003. Chemical grouting and soil stabilization, 3rd ed. Boca Raton, FL: CRC Press.
Khalikova, E., P. Susi, and T. Korpela. 2005. “Microbial dextran-hydrolyzing enzymes: Fundamentals and applications.” Microbiol. Mol. Bio. Rev. 69 (2): 306–325. https://doi.org/10.1128/MMBR.69.2.306-325.2005.
Khwairakpam, P., and A. Mazumdar. 2009. “Local scour around hydraulic structures.” Int. J. Recent Trends Eng. 1 (6): 59–61.
Kwon, T.-H., and J. B. Ajo-Franklin. 2013. “High-frequency seismic response during permeability reduction due to biopolymer clogging in unconsolidated porous media.” Geophysics 78 (6): EN117–EN127. https://doi.org/10.1190/geo2012-0392.1.
Lappan, R. E., and H. S. Fogler. 1996. “Reduction of porous media permeability from in situ Leuconostoc mesenteroides growth and dextran production.” Biotechnol. Bioeng. 50 (1): 6–15. https://doi.org/10.1002/(SICI)1097-0290(19960405)50:1%3C6::AID-BIT2%3E3.0.CO;2-L.
Leathers, T. D. 2005. “Dextran.” In Biopolymers online, Vol. 5. Weinheim, Germany: Wiley.
Martinez, B. C., and J. T. DeJong. 2009. “Bio-mediated soil improvement: Load transfer mechanisms at the micro-and macro-scales.” In Proc., 2009 US-China Workshop on Ground Improvement Technologies, 242–251. Reston, VA: ASCE.
Mitchell, J. K., and J. C. Santamarina. 2005. “Biological considerations in geotechnical engineering.” J. Geotech. Geoenviron. 131 (10): 1222–1233. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1222).
Noh, D. H., J. B. Ajo-Franklin, T. H. Kwon, and B. Muhunthan. 2016. “P and S wave responses of bacterial biopolymer formation in unconsolidated porous media.” J. Geophys. Res. Biogeo. 121 (4): 1158–1177. https://doi.org/10.1002/2015JG003118.
Nugent, R., G. Zhang, R. Gambrell, S. Burns, S. Bhatia, C. Avila, and B. Hunt. 2010. “The effects of exopolymers on the erosional resistance of cohesive sediments.” In Proc., 5th Int. Conf. on Scour and Erosion (ICSE-5), Reston, VA: ASCE.
Orts, W. J., R. E. Sojka, and G. M. Glenn. 2000. “Biopolymer additives to reduce erosion-induced soil losses during irrigation.” Ind. Crop. Prod. 11 (1): 19–29. https://doi.org/10.1016/S0926-6690(99)00030-8.
Parsons, D. R., et al. 2016. “The role of biophysical cohesion on subaqueous bed form size.” Geophys. Res. Lett. 43 (4): 1566–1573. https://doi.org/10.1002/2016GL067667.
Partheniades, E. 1965. “Erosion and deposition of cohesive soils.” J. Hydr. Eng. Div. 91 (1): 105–139.
Pleszczyńska, M., J. Szczodrak, J. Rogalski, and J. Fiedurek. 1997. “Hydrolysis of dextran by Penicillium notatum dextranase and identification of final digestion products.” Mycol. Res. 101 (1): 69–72. https://doi.org/10.1017/S0953756296002158.
Prendergast, L. J., and K. Gavin. 2014. “A review of bridge scour monitoring techniques.” J. Rock Mech. Geotech. Eng. 6 (2): 138–149. https://doi.org/10.1016/j.jrmge.2014.01.007.
Sherwood, P. 1993. Soil stabilization with cement and lime. London: HMSO Publications Center.
Ta, H. X., B. Muhunthan, S. Ramezanian, N. Abu-Lail, and T. H. Kwon. 2018. “Effects of bacterial dextran on soil geophysical properties.” Environ. Geotech. 5 (2): 114–122. https://doi.org/10.1680/jenge.15.00059.
Taylor, S. W., and P. R. Jaffé. 1991. “Enhanced in-situ biodegradation and aquifer permeability reduction.” J. Environ. Eng. 117 (1): 25–46. https://doi.org/10.1061/(ASCE)0733-9372(1991)117:1(25).
Tolhurst, T. J., G. Gust, and D. Paterson. 2002. “The influence of an extracellular polymeric substance (EPS) on cohesive sediment stability.” In Fine Sediment Dynamics in the Marine Environment. Vol. 5 of Proceedings in Marine Science, edited by Johan C. Winterwerp, and Cees Kranenburg, 409–425. Amsterdam, Netherlands: Elsevier.
Vick, D. M. 1984. “Concrete revetment mat systems for shore erosion control on offshore embankments.” In Offshore Technology Conf. Houston: Society of Petroleum Engineers.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 7July 2018

History

Received: Jan 11, 2017
Accepted: Jan 17, 2018
Published online: Apr 27, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 27, 2018

Authors

Affiliations

Soo-Min Ham [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea. Email: [email protected]
Ilhan Chang, Ph.D., A.M.ASCE [email protected]
Lecturer, School of Engineering and Information Technology, Univ. of New South Wales, Canberra, ACT 2600, Australia. Email: [email protected]
Dong-Hwa Noh, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea (corresponding author). ORCID: https://orcid.org/0000-0002-1610-8281. Email: [email protected]
Balasingam Muhunthan, Ph.D., F.ASCE [email protected]
P.E.
Professor and Chair, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910. Email: [email protected]

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