Application of Nanomaterials for Increase of Compressive Strength on Granular Soils to Attain Minimal Damage to the Environment



1 Faculty of Engineering, department of Geotechnical Engineering, Ataturk University of Erzurum, Turkey

2 Faculty of Engineering, department of Nano, Ataturk University of Erzurum, Turkey

3 Department of Biology, Faculty of Science, University of Mohaghegh Ardabili, P.O. Box 179, Ardabil, Iran



Nanotechnology will lead to dramatic changes in the use of natural resources, energy, and water, and will reduce wastewater and pollution. One widely-used technique for improving the engineering properties is the use of different additives, and it is worth noting that in the past, these additives included bitumen, lime, fly ash, etc. Among the newest of these additives, one can point to nanoparticles that cause an improvement in physical, mechanical, and in general, geotechnical properties. The aim of this research is to study the effect of two types of nanoparticles, namely, nano silica and nano aluminum oxide, on the compressive strength of poorly graded sand. To this end, different proportions of 0.3, 0.6, and 0.9 percent of the dry cement weight for each nanoparticle, homogenized with cement slurries with water to cement ratios of 1, 1/4, and 1/8, were injected into poorly graded sand with a relative density of 70 percent and a pressure of 2 bar. Based on the compressive strength in 7-day and 28-day samples, it can be understood that the samples’ compressive strength increases with increasing the nanoparticles up to a certain point, and is stopped or reduced after this particular point. Furthermore, the effect of water to cement ratio on the samples’ compressive strength is more than the effect of nanoparticles.


Main Subjects

Bao X, Jin Z, Cui H, Chen X, Xie X. Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods. Soil Dynamics and Earthquake Engineering. 2019 May 1;120:273-91.
D.F. Lin, K.L. Lin, M.J. Hungc, H.L. Luoa: Sludge ash/hydrated lime on the geotechnical properties of soft soil,( 2006).
Das A, Jayashree C, Viswanadham BVS. Effect of randomly distributed geofibers on the piping behaviour of embankments constructed with fly ash as a fill material. Geotextiles Geomembr 2009;27(5):341–9. El-Didamony H, Abd El-Aleem S, Ragab AE. Hydration behavior of composite cement containing fly ash and nanosized-SiO2. American Journal of Nano Research and Applications. 2016;4(2):6-16. Huang Y, Wang L. Experimental studies on nanomaterials for soil improvement: a review. Environ Earth Sci 2016;75(6):1–10. Huang Y, Wen Z. Recent developments of soil improvement methods for seismic liquefaction mitigation. Nat Hazards 2015;76(3):1927–38. Jaishankar P, Karthikeyan C. Characteristics of cement concrete with nano alumina particles. InIOP Conference Series: Earth and Environmental Science 2017 Jul 1 (Vol. 80, No. 1, p. 012005). IOP Publishing. Keramatikerman M, Chegenizadeh A, Nikraz H. Experimental study on effect of fly ash on liquefaction resistance of sand. Soil Dyn Earthq Eng 2017;93:1–6. Majdi, M. “Studying the Effect of Nano Silica on Geotechnical Properties of Clay”. 1st national conference on soil mechanics, and foundation engineering. Tehran 2014. Ochoa-Cornejo F, Bobet A, Johnston C, Santagata M, Sinfield JV. Liquefaction50 years after Anshorage 1964; how nanoparticles could prevent it. Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering. Anchorage, Alaska; 21–25 July 2014 . Ochoa-Cornejo F, Bobet A, Johnston CT, Santagata M, Sinfield JV. Cyclic behavior and pore pressure generation in sands with laponite, a super-plastic nanoparticle. Soil Dyn Earthq Eng 2016;88:265– 79. Omrani, M., Fataei, E. (2018). Synthesizing Colloidal Zinc Oxide Nanoparticles for Effective Disinfection; Impact on the Inhibitory Growth of Pseudomonas aeruginosa on the Surface of an Infectious Unit. Polish Journal of Environmental Studies, 27(4), 1639-1645. Poorahmadi, A. “Increasing Shear Strength Parameters of Clay and Sand Soil Using Nanoparticles”. 1st national conference on soil mechanics, and foundation engineering. Tehran 2014. Raje Gowda, H Narendra, , Dinesh Rangappa, R Prabhakar. 2017. “Effect of nano-alumina on workability, compressive strength and residual strength at elevated temperature of Cement Mortar”. Materials Today: Proceedings 4: 12152- 12156. Anthropogenic Pollution Journal, Vol 5 (1), 2021: 105-111 111 Sarojini S, Avatar SR, Subhendu B, Lokesh C. Effects of nano-silica/nano-alumina on mechanical and physical properties of polyurethane composites and coatings. Transact Electric Electron Mater. 2013;14:1-8. Singh Anamika, Gupta Sukirti, Singh Janhavi, N.P Singh. 2015. “Hydration Mechanism and Strength of OPC and Blended OPC with fly ash in the of metakaolin”. International Journal of Research in Engineering and Technology 04 (05): 60-68. Sun J, Wu W, Xue W, Tong J, Liu X. Anisotropic nanomechanical properties of bovine horn using modulus mapping. IET Nanobiotechnol 2016;10(5):334–9. Tsampali E, Tsardaka EC, Pavlidou E, Paraskevopoulos KM, Stefanidou M. Comparative study of the properties of cement pastes modified with nanosilica and Nano-Alumina. InSolid State Phenomena 2019 (Vol. 286, pp. 133-144). Trans Tech Publications Ltd. Yao W, Pang J, Liu Y. An experimental study of Portland cement and superfine cement slurry grouting in loose sand and sandy soil. Infrastructures 2018;3(2):9. Zamani A, Montoya BM. Permeability reduction due to microbial induced calcite precipitation in sand. Geo-Chic 2016:94–103.