Application of Nanotechnology in Soil Stabilization

Authors

  • Amit Kumar

    Civil Engineering Department, NIT Kurukshetra, Kurukshetra, 136119, India
  • Kiran Devi

    Civil Engineering Department, SGT University, Gurugram, 122505, India

DOI:

https://doi.org/10.30564/jbms.v5i2.5913
Received: 19 August 2023 | Revised: 10 November 2023 | Accepted: 20 November 2023 | Published Online: 22 November 2023

Abstract

Nano-technology is expanding its horizon in various science and technology fields. In civil engineering, soil is a complex material and used for various functions and applications. Meanwhile, sometimes an effective soil stabilization technique is needed to fulfil the site criteria and can be achieved by adopting various methods e.g., physical, chemical, thermal or reinforcement using geotextiles and fabrics. The mechanism of soil stabilization using nanomaterials is still unexplored and open to prospective researchers. The present article attempts to touch and explore the possibilities of nano-technology in soil improvement and its applications in various civil engineering works. Microstructural analysis of the nanomaterials treated soils using the latest equipment has also been discussed. The study interprets that the use of nano materials is still limited, due to their high cost and sophisticated handling procedures. Though the use of nanoparticles in soil stabilization results in extraordinary improvements in various soil properties, the improved soil properties could be utilized for various geotechnical projects. The present study bridges the past findings to the present scenario of nanomaterials in soil improvement.

Keywords:

Nano particles, Fine soils, Geotechnical engineering, Microstructural analysis, Field application

References

[1] Gupta, A., Rayeen, F., Mishra, R., et al., 2023. Nanotechnology applications in sustainable agriculture: An emerging ecofriendly approach. Plant Nano Biology. 4, 100033. DOI: https://doi.org/10.1016/j.plana.2023.100033

[2] Garg, D., Sridhar, K., Stephen Inbaraj, B., et al., 2023. Nano-biofertilizer formulations for agriculture: A systematic review on recent advances and prospective applications. Bioengineering. 10, 1010. DOI: https://doi.org/10.3390/bioengineering10091010

[3] Sevik, H., Cetin, M., 2015. Effects of water stress on seed germination for select landscape plants. Polish Journal of Environmental Studies. 24, 689-693. DOI: https://doi.org/10.15244/pjoes/30119

[4] Cetin, M., Adiguzel, F., Kaya, O., 2018. Mapping of bioclimatic comfort for potential planning using GIS in Aydin. Environment, Development and Sustainability. 20, 361-375. DOI: https://doi.org/10.1007/s10668-016-9885-5

[5] Cetin, M., Sevik, H., Yigit, N., 2018. Climate type-related changes in the leaf micromorphological characters of certain landscape plants. Environmental Monitoring and Assessment. 190, 404. DOI: https://doi.org/10.1007/s10661-018-6783-3

[6] Yigit, N., Sevik, H., Cetin, M., et al., 2016. Determination of the effect of drought stress on the seed germination in some plant species. Water Stress in Plants. 43, 62. DOI: https://dx.doi.org/10.5772/63197

[7] Powrie, W., 1997. Soil mechanics: Concepts and application. The University of Sydney: Sydney.

[8] Kulanthaivel, P., Soundara, B., Velmurugan, S., et al., 2021. Experimental investigation on stabilization of clay soil using nano-materials and white cement. Materials Today: Proceedings. 45, 507-511. DOI: https://doi.org/10.1016/j.matpr.2020.02.107

[9] Mahasneh, B.Z., 2015. Assessment of using cement, Dead Sea sand, and oil shale in treating soft clay soil. European Journal of Scientific Research. 128(4), 245-255.

[10] Gallagher, P.M., Mitchell. J.K., 2002. Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand. Soil Dynamics and Earthquake Engineering. 22, 1017-1026. DOI: https://doi.org/10.1016/S0267-7261(02)00126-4

[11] Perloff, W.H., 1976. Soil mechanics: Principles and application. John Wiley & Sons: New York.

[12] Hameed, M.Z., Taha, M.R., 2013. A review of stabilization of soils by using nanomaterials. Australian Journal of Basic and Applied Sciences. 7(2), 576-581.

[13] Teizer, J., Venugopal, M., Teizer W., 2012. Nanotechnology and its impact on construction: Bridging the gap between researchers and industry professionals. Journal of Construction Engineering and Management. 138, 594-604. DOI: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000467

[14] Tiwari, J.N., Tiwari, R.N., Kim, K.S., 2012. Zero-dimensional, one-dimensional, two-dimensional and three-dimensional nanostructured materials for advanced electrochemical energy devices. Progress in Materials Science. 57, 724-803. DOI: https://doi.org/10.1016/j.pmatsci.2011.08.003

[15] Shevchenko, V.Y., Madison, A.E., 2002. Structure of nanoparticles: II. Magic numbers of zirconia nanoparticles. Glass Physics and Chemistry. 28, 44-49. DOI: https://doi.org/10.1023/A:1014253514099

[16] Faruqi, M., Castillo, L., Sai, J., 2015. State-of the-art review of the applications of nanotechnology in pavement materials. Journal of Civil Engineering Research and Practice. 5, 21-27.

[17] Park, C.M., Chu, K.H., Heo, J., 2016. Environmental behavior of engineered nanomaterials in porous media: A review. Journal of Hazardous Materials. 309, 133-150. DOI: https://doi.org/10.1016/j.jhazmat.2016.02.006

[18] Sun, Y., 2013. Controlled synthesis of colloidal silver nanoparticles in organic solutions: Empirical rules for nucleation engineering. Chemical Society Reviews. 42, 2497-2511. DOI: https://doi.org/10.1039/C2CS35289C

[19] Selvakumar, S., Kulanthaivel, P., Soundara, B., 2021. Influence of nano-silica and sodium silicate on the strength characteristics of clay soil. Nanotechnology for Environmental Engineering. 6(46). DOI: https://doi.org/10.1007/s41204-021-00142-z

[20] Kulanthaivel, P., Selvakumar, S., Soundara, B., et al., 2022. Combined effect of nano-silica and randomly distributed fibers on the strength behavior of clay soil. Nanotechnology for Environmental Engineering. 7(1). DOI: https://doi.org/10.1007/s41204-021-00176-3

[21] Gallagher, P.M., Lin, Y., 2009. Colloidal silica transport through liquefiable porous media. Journal of Geotechnical and Geoenvironmental Engineering. 135, 1702-1712. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000123

[22] Wong, C., Pedrotti, M., El-Mountassir, G., 2018. A study on the mechanical interaction between soil and colloidal silica gel for ground improvement. Engineering Geology. 243, 84-100. DOI: https://doi.org/10.1016/j.enggeo.2018.06.011

[23] Avadhanulu, M.N., Kshirsagar, P.G.A., 1992. Textbook of engineering physics. S Chand & Company: New Delhi.

[24] Osterwalder, N., Loher, S., Grass, R.N., 2007. Preparation of nano-gypsum from anhydrite nanoparticles: Strongly increased Vickers hardness and formation of calcium sulfate nano-needles. Journal of Nanoparticle Research. 9, 275-281. DOI: https://doi.org/10.1007/s11051-006-9149-7

[25] Boysen, E., Muir, N.C., Dudley, D., 2011. Nanotechnology for dummies (2nd Ed.). Wiley Publishing Inc.: Hoboken.

[26] Tiwari, A., Mishra, A.K., Kobayashi, H., 2012. Intelligent nanomaterials: Processes, properties, and applications. Scrivener Publishing LLC: Beverly. DOI: https://doi.org/10.1002/9781118311974

[27] Schwirn, K., Tietjen, L., Beer, I., 2014. Why are nanomaterials different and how can they be appropriately regulated under REACH? Environmental Sciences Europe. 26(1), 1-9. DOI: https://doi.org/10.1186/2190-4715-26-4

[28] Aricò, A.S., Bruce, P., Scrosati, B., 2010. Nanostructured materials for advanced energy conversion and storage devices. Nature Materials. 4. DOI: https://doi.org/10.1142/9789814317665_0022

[29] Siddiqui, M.H., Al-Whaibi M.H., 2014. Role of nano-SiO2 in germination of tomato (Lycopersicum esculentum) seeds. Saudi Journal of Biological Sciences. 21, 13-17. DOI: https://doi.org/10.1016/j.sjbs.2013.04.005

[30] Ge, Y., Schimel, J.P., Holden, P.A., 2011. Evidence for negative effects of TiO2 and ZnO nanoparticles on soil bacterial communities. Environmental Science & Technology. 45, 1659-1664. DOI: https://doi.org/10.1021/es103040t

[31] Gallagher, P.M., Conlee, C.T., Rollins, K.M., 2007. Full-scale field testing of colloidal silica grouting for mitigation of liquefaction risk. Journal of Geotechnical and Geoenvironmental Engineering. 133(2), 186-196. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:2(186)

[32] Waalewijn-Kool, P.L., Ortiz, M.D., Van Gestel, C.A.M., 2012. Effect of different spiking procedures on the distribution and toxicity of ZnO nanoparticles in soil. Ecotoxicology. 21, 1797-1804. DOI: https://doi.org/10.1007/s10646-012-0914-3

[33] Maleki, Y.S., Sharafi, H., 2014. The exploration into the effect of nanoclay additive on soil geotechnical-engineering basic properties. Advances in Environmental Biology. 989-993.

[34] Sarsam, S.I., Husain, A., 2015. Influence of nanomaterials on the microcrack healing of asphalt stabilized subgrade soil. Applied Research Journal. 7, 395-402.

[35] Ng, C.W.W., Coo, J.L., 2015. Hydraulic conductivity of clay mixed with nanomaterials. Canadian Geotechnical Journal. 52, 808-811. DOI: https://doi.org/10.1139/cgj-2014-0313

[36] Iranpour, B., Haddad, A., 2016. The influence of nanomaterials on collapsible soil treatment. Engineering Geology. 205, 40-53. DOI: https://doi.org/10.1016/j.enggeo.2016.02.015

[37] Azzam, W.R., 2014. Behavior of modified clay microstructure using polymer nanocomposites technique. Alexandria Engineering Journal. 53, 143-150. DOI: https://doi.org/10.1016/j.aej.2013.11.010

[38] Changizi, F., Haddad, A., 2016. Effect of Nano-SiO2 on the geotechnical properties of cohesive soil. Geotechnical and Geological Engineering. 34, 725-733. DOI: https://doi.org/10.1007/s10706-015-9962-9

[39] Lambe, T.W., Whitman, R.V., 1969. Soil mechanics. Wiley: New York, USA.

[40] Mitchell, J.K., 1993. Fundamentals of soil behavior. John Wiley & Sons: Hoboken.

[41] Shadfan, H., Dixon, J.B., Calhoun, F.G., 1985. Iron oxide properties versus strength of ferruginous crust and iron-glaebules in soils. Soil Science. 140(5), 317-325. DOI: https://doi.org/10.1097/00010694-198511000-00001

[42] Banadaky, Y.D., Niroumand, H., Kassim, K.A., 2014. A review on various nano imaging systems in geotechnical engineering. Electronic Journal of Geotechnical Engineering. 19, 17333-17344.

[43] Grabar, K.C., Brown K.R., Keating C.D., 1997. Nanoscale characterization of gold colloid monolayers: A comparison of four techniques. Analytical Chemistry. 69, 471-477. DOI: https://doi.org/10.1021/ac9605962

[44] Taha, M.R., Taha, O.M.E., 2012. Influence of nano-material on the expansive and shrinkage soil behavior. Journal of Nanoparticle Research. 14, 1190. DOI: https://doi.org/10.1007/s11051-012-1190-0

[45] Majeed, Z.H., Taha, M.R., 2012. Effect of nanomaterial treatment on geotechnical properties of a Penang soft soil. Journal of Asian Scientific Research. 2(11), 587.

[46] Bahari, M., Nikookar, M., Arabani, M., et al. (editors), 2013. Stabilization of silt by nano-clay. 7th National Congress on Civil Engineering; 2013 May 7-8; Zahedan, Iran. p. 7-8.

[47] Nohani, E., Alimakan, E., 2015. The effect of nanoparticles on geotechnical properties of clay. International Journal of Life Sciences. 9, 25-27. DOI: https://doi.org/10.3126/ijls.v9i4.12670

[48] Priyadharshini, R., Arumairaj, P.D., 2015. Improvement of bearing capacity of soft clay using nanomaterials. International Journal of Scientific Research. 4(6), 218-221. DOI: https://doi.org/10.36106/IJSR

[49] Hareesh, P., Vinothkumar, R. (editors), 2015. Assessment of nanomaterials on geotechnical properties of clayey soils. International Conference on Engineering Innovations and Solutions (ICEIS-2016); 2016 Apr 25-28; Rome, Italy. p. 66-71.

[50] Ugwu, O.O., Arop, J.B., Nwoji, C.U., 2013. Nanotechnology as a preventive engineering solution to highway infrastructure failures. Journal of Construction Engineering and Management. 139, 987-993. DOI: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000670

[51] Babu, S., Joseph, S., 2016. Effect of Nano materials on properties of soft soil. International Journal of Science Research. 5, 634-637.

[52] Nasehi, S.A., Uromeihy, A., Nikudel, M.R., 2016. Use of nanoscale zero-valent iron and nanoscale hydrated lime to improve geotechnical properties of gas oil contaminated clay: A comparative study. Environmental Earth Sciences. 75, 733. DOI: https://doi.org/10.1007/s12665-016-5443-6

[53] Alsharef, J., Taha, M.R., Firoozi, A.A., et al., 2016. Potential of using Nanocarbons to stabilize weak soils. Applied and Environmental Soil Science. 1, 1-9. DOI: https://doi.org/10.1155/2016/5060531

[54] Osula, D.O.A., 1991. Lime modification of problem laterite. Engineering Geology. 30(2), 141-154. DOI: https://doi.org/10.1016/0013-7952(91)90040-R

[55] Javadzadeh P., 2019. Investigating the effect of nanomaterials on resistance parameters of clay soil. Journal of Applied Engineering Sciences. 9(22), 2, 139-144. DOI: https://doi.org/10.2478/jaes-2019-0019

[56] Gelsefidi, S., Alireza, S., 2013. Application of Nanomaterial to Stabilize a Weak Soil [Internet]. International Conference on Case Histories in Geotechnical Engineering. Available from: https://scholarsmine.mst.edu/icchge/7icchge/session_06/5

[57] Changizi, F., Haddad, A., 2017. Improving the geotechnical properties of soft clay with nano-silica particles. Ground Improvement. 170(2), 62-71. DOI: https://doi.org/10.1680/jgrim.15.00026

[58] Mohammadi, M., Niazian, M., 2013. Investigation of Nano-clay effect on geotechnical properties of Rasht clay. International Journal of Advanced Scientific and Technical Research. 3(3), 37-46.

[59] Nikookar, M., Bahari, M., Nikookar, H. (editors), 2013. The strength characteristics of silty soil stabilized using Nano-Clay. 7th SAS Tech; 2013 Mar 7-8; Bandar-Abbas.

[60] Khalid, N., Arshad, M.F., Mukri, M., 2015. Influence of nano-soil particles in soft soil stabilization. Electronic Journal of Geotechnical Engineering. 20, 731-738. DOI: https://doi.org/10.1200/JCO.1983.1.2.138

[61] Zahedi, M., Sharifipour, M., Jahanbakhshi, F., 2014. Nanoclay performance on the resistance of clay under freezing cycles. Journal of Applied Sciences and Environmental Management. 18(3), 427-434. DOI: https://doi.org/10.4314/jasem.v18i3.9

[62] Sharo, A.A., Alawneh, A.S., 2016. Enhancement of the strength and swelling characteristics of expansive clayey soil using nano-clay material. Geo-chicago 2016. 451-457. DOI: https://doi.org/10.1061/9780784480120.046

[63] Di’az-Rodri’Guez, J.A., Antonio-Izarraras, V.M. (editors), 2004. Mitigation of liquefaction risk using colloidal silica stabilizer. 13th World Conference on Earthquake Engineering; 2004 Aug 1-6; Vancouver, B.C., Canada. p. 1-10.

[64] Moradi, G., Seyedi, S., 2015. Effect of sampling method on strength of stabilized silty sands with colloidal nano silica. Journal of Civil Engineering Research. 5, 129-135. DOI: https://doi.org/10.5923/j.jce.20150506.01

[65] Persoff, P., Apps, J., Moridis, G.J., 1999. Effect of dilution and contaminants on sand grouted with colloidal silica. Journal of Geotechnical and Geoenvironmental Engineering. 125(6), 461-469. DOI: https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(461)

[66] Reginatto, C., Cecchin, I., Carvalho, R.L.R., 2016. Influence of Iron nanoparticle concentration on the hydraulic conductivity of a residual clayey soil. Geo-Chicago 2016. DOI: https://doi.org/10.1061/9780784480120.047

[67] Bahmani, S.H., Huat, B.B.K, Asadi, A., 2014. Stabilization of residual soil using SiO2 nanoparticles and cement. Construction and Building Materials. 64, 350-359. DOI: https://doi.org/10.1016/j.conbuildmat.2014.04.086

[68] Zhang, G., Germaine, J.T., Whittle, A.J., 2003. Effects of Fe-oxide cementation on the deformation characteristics of a weathered old alluvium in San Juan, Puerto Rico. Soils and Foundations. 43(4), 119-130. DOI: https://doi.org/10.3208/sandf.43.4_119

[69] Khodabandeh, M. A., Nagy, G., Torok, A., 2023. Stabilization of collapsible soils with nanomaterials, fibers, polymers, industrial waste, and microbes: Current trends. Construction and Building Materials. 368, 130463. DOI: https://doi.org/10.1016/j.conbuildmat.2023.130463

[70] Bellil, S., Abbeche, K. Bahloul, O., 2018. Treatment of a collapsible soil using a bentonite–cement mixture. Studia Geotechnica et Mechanica. 40(4), 233-243. DOI: https://doi.org/10.2478/sgem-2018-0042

[71] Zhang, G., 2007. Soil nanoparticles and their influence on the engineering properties of soils. Geo-Denver. 1-13. DOI: https://doi.org/10.1061/40917(236)37

[72] Gallagher, P.M., Pamuk, A., Abdoun T., 2007. Stabilization of liquefiable soils using colloidal silica grout. Journal of Materials in Civil Engineering. 19, 33-40. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2007)19:1(33)

[73] Gallagher, P.M., 2000. Passive site remediation for mitigation of liquefaction risk [Ph.D. thesis]. Blacksburg, VA: Virginia Polytechnic Institute and State University.

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How to Cite

Kumar, A., & Devi, K. (2023). Application of Nanotechnology in Soil Stabilization. Journal of Building Material Science, 5(2), 25–36. https://doi.org/10.30564/jbms.v5i2.5913

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Vol. 5 , Iss. 2 (December 2023)

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Copyright © 2023 Amit Kumar, Kiran Devi

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This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.

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