Abstract
This paper presents a technique of reducing permeability through sand using a biologically inspired process. The effect of Enzyme-Induced Carbonate Precipitation (EICP) and biopolymer (sodium alginate and guar gum) on the permeability of silica sand was investigated. The effect of the number of EICP treatment cycles and seawater on the permeability of the EICP-treated sand was evaluated in this study. Besides, the effect of varying the concentration of biopolymer on the permeability was investigated. The biopolymer concentration used in the study was 0.1, 0.3, 0.5 and 1% by dry weight of sand. The result showed that the coefficient of permeability decreased with an increase in the number of EICP treatment cycles. The precipitated calcium carbonate (CaCO3) within the soil pore space was observed to yield a reduction of 61% in soil permeability compared to the untreated specimens. Further increase in the number of treatment cycles yielded a higher reduction in the coefficient of permeability. Conduction of the permeability test with seawater on the EICP specimens resulted in a lower coefficient of permeability compared to those using water. Furthermore, integrating biopolymers within the soil media was capable of plugging the pores as a result of the viscous gel-forming characteristics in the presence of water. Increasing the biopolymer concentration from 0 to 1% resulted in a reduction in the coefficient of permeability by around 20-folds and 3-folds for sodium alginate and guar gum, respectively. However, a lower biopolymer concentration of 0.1% is sufficient to effect a reduction in the permeability of the silica sand by around 68% and 43% for sodium alginate and guar gum, respectively. The sodium alginate biopolymer proved more efficient in reducing the permeability of the silica sand than EICP or the guar gum biopolymer.
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References
Ahenkorah I, Rahman MM, Karim MR, Teasdale PR (2020) A comparison of mechanical responses for microbial- and enzyme-induced cemented sand. Géotech Lett 10:559–567. https://doi.org/10.1680/jgele.20.00061
Al Qabany A, Soga K (2013) Effect of chemical treatment used in MICP on engineering properties of cemented soils. Géotech 63:331–339
Almajed A, Khodadadi Tirkolaei H, Kavazanjian E (2018) Baseline investigation on enzyme-induced calcium carbonate precipitation. J Geotech Geoenviron Eng 144:04018081. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001973
Almajed A, Tirkolaei HK, Kavazanjian E, Hamdan N (2019) Enzyme induced biocementated sand with high strength at low carbonate content. Sci Rep 9:1135. https://doi.org/10.1038/s41598-018-38361-1
Almajed, A.A., 2017. Enzyme Induced Carbonate Precipitation (EICP) for Soil Improvement (PhD dissertation). Arizona State University, Civil Eng
ASTM D422, 1998. Standard test method for particle-size analysis of soils.
ASTM D854, 2010. Standard test methods for specific gravity of soil solids by water pycnometer.
ASTM D2434, 2006. Standard Test Method for Permeability of Granular Soils (constant Head).
ASTM D2487, 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System).
ASTM D4253, 2006. Standard test methods for maximum index density and unit weight of soils using a vibratory table.
Bouazza A, Gates WP, Ranjith PG (2009) Hydraulic conductivity of biopolymer-treated silty sand. Géotech 59:71–72
Cabalar AF, Wiszniewski M, Skutnik Z (2017) Effects of xanthan gum biopolymer on the permeability, odometer, unconfined compressive and triaxial shear behavior of a sand. Soil Mech Found Eng 54:356–361
Etemadi O, Petrisor IG, Kim D, Wan M-W, Yen TF (2003) Stabilization of metals in subsurface by biopolymers: laboratory drainage flow studies. Soil Sediment Contam: Int J 12:647–661. https://doi.org/10.1080/714037712
Fletcher AJP, Lamb SP, Clifford PJ (1992) Formation damage from polymer solutions: factors governing injectivity. SPE Reserv Eng 7:237–246. https://doi.org/10.2118/20243-PA
Gheorghita Puscaselu R, Lobiuc A, Dimian M, Covasa M (2020) Alginate: From food industry to biomedical applications and management of metabolic disorders. Polymers 12:2417
Hamdan N, Kavazanjian E Jr, Rittmann BE, Karatas I (2017) Carbonate mineral precipitation for soil improvement through microbial denitrification. Geomicrobiol J 34:139–146
Hammes F, Boon N, de Villiers J, Verstraete W, Siciliano SD (2003) Strain-specific ureolytic microbial calcium carbonate precipitation. Appl Environ Microbiol 69:4901–4909
Hasan AM, Abdel-Raouf ME (2018) Applications of guar gum and its derivatives in petroleum industry: A review. Egypt J Pet 27:1043–1050
Ivanov, V., Chu, J., Stabnikov, V., He, J., Naeimi, M., 2010. Iron-Based Bio-Grout For Soil Improvement and Land Reclamation. In: 2nd International Conference on Sustainable Construction Materials and Technologies Proceedings of The. Italy, pp 415–420.
Karimi S (1999) A study of geotechnical applications of biopolymer treated soils with an emphasis on silt. J Geotech Geoenviron Eng 139:4439–4439
Khachatoorian R, Petrisor IG, Kwan C-C, Yen TF (2003) Biopolymer plugging effect: laboratory-pressurized pumping flow studies. J Petrol Sci Eng 38:13–21. https://doi.org/10.1016/S0920-4105(03)00019-6
Khatami HR, O’ Kelly, B.C. (2012) Improving the mechanical Properties of sand using biopolymers. J Geotech Geoenviron Eng 139(8):1402–1406
Krajewska B (2018) Urease-aided calcium carbonate mineralization for engineering applications: a review. J Adv Res 13:59–67
Lappan RE, Fogler HS (1996) Reduction of porous media permeability from in situLeuconostoc mesenteroides growth and dextran production. Biotechnol Bioeng 50:6–15. https://doi.org/10.1002/(SICI)1097-0290(19960405)50:1%3c6::AID-BIT2%3e3.0.CO;2-L
Lemboye K, Almajed A, Alnuaim A, Arab M, Alshibli K (2021) Improving sand wind erosion resistance using renewable agriculturally derived biopolymers. Aeolian Res 49:100663
Manjunath M, Gowda DV, Kumar P, Srivastava A, Osmani RA, Shinde CG (2016) Guar gum and its pharmaceutical and biomedical applications. Adv Sci Eng Med 8:589–602
Moghal AAB, Lateef MA, Mohammed SAS, Ahmad M, Usman AR, Almajed A (2020) Heavy metal immobilization studies and enhancement in geotechnical properties of cohesive soils by EICP technique. Appl Sci 10:7568
Mudgil D, Barak S, Khatkar BS (2014) Guar gum: processing, properties and food applications—a review. J Food Sci Technol 51:409–418
Mujah D, Shahin MA, Cheng L (2017) 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
Nemati M, Voordouw G (2003) Modification of porous media permeability, using calcium carbonate produced enzymatically in situ. Enzyme Microb Technol. 33:635–642. https://doi.org/10.1016/S0141-0229(03)00191-1
Qureshi MU, Chang I, Al-Sadarani K (2017) Strength and durability characteristics of biopolymer-treated desert sand. Geomech Eng 12:785–801
Rahman MM, Hora RN, Ahenkorah I, Beecham S, Karim MR, Iqbal A (2020) State-of-the-art review of microbial-induced calcite precipitation and its sustainability in engineering applications. Sustain 12:6281
Soon NW, Lee LM, Khun TC, Ling HS (2013) Improvements in engineering properties of soils through microbial-induced calcite precipitation. KSCE J Civ Eng 17:718–728. https://doi.org/10.1007/s12205-013-0149-8
Van Paassen, L.A., 2009. Biogrout, ground improvement by microbial induced carbonate precipitation (PhD dissertation). Delft University of Technology.
Vossoughi S, Buller CS (1991) Permeability Modification by In-Situ Gelation With a Newly Discovered Biopolymer. SPE Reserv Eng 6:485–489. https://doi.org/10.2118/19631-PA
Whiffin VS, Paassen VLA, Harkes MP (2007) Microbial carbonate precipitation as a soil improvement technique. Geomicrobiol J 25:417–423
Wiszniewski M, Skutnik Z, Cabalar AF (2011) Laboratory assessment of permeability of sand and biopolymer mixtures. Annals of Warsaw University of Life Sciences-SGGW. Land Reclamation 45:217–226
Yasuhara H, Neupane D, Hayashi K, Okamura M (2012) Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation. Soils Found 52:539–549
Yen, T.F., Yang, I.C.Y., Karimi, S., Martin, G.R., 1996. Biopolymers for Geotechnical Applications, In: North American Water and Environment Congress and Destructive Wate. ASCE, pp 1602–1607.
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The authors appreciate the support of the Deanship of Scientific Research of King Saud University for funding this work through the research group program (RG- 1440-073).
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Lemboye, K., Almajed, A., Hamid, W. et al. Permeability investigation on sand treated using enzyme-induced carbonate precipitation and biopolymers. Innov. Infrastruct. Solut. 6, 167 (2021). https://doi.org/10.1007/s41062-021-00530-z
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DOI: https://doi.org/10.1007/s41062-021-00530-z