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Effect of the Addition of Nano Alumina on the Mechanical Properties of Clay

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Abstract

The properties of clay can be altered with the addition of nanomaterials such as nano alumina. Previous studies have shown that nano alumina (Al) can be used to improve the Atterberg limits, compaction, permeability, swelling and shrinkage of fine-grained soil. The current study investigated the effect of the addition of 0%, 2%, 4% or 6% nano Al on the shear and unconfined compressive strength of kaolinite clay using direct shear and unconfined compressive strength tests, respectively. SEM images of the soil microstructure were analyzed. The results showed that the addition of 6% nano Al (by weight of dry soil) increased the shear strength of the soil to about 1.5 times that of soil without nanoparticles. The unconfined compressive strength of the soil increased by 15% with the addition of 4% nano Al. The SEM images showed that nano Al decreased the size of the soil pores by filling the soil voids and this compaction further increased the shear strength and unconfined compressive strength of the soil. Shear strength and unconfined compressive strength parameters should be considered for soil stabilization and have not previously been investigated. The research gap for the application of nano alumina in soil has been examined in the present investigation by means of unconfined compressive strength and direct shear testing. The inconsistencies in earlier studies have been cleared up by looking at the Atterberg limits.

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Some or all data, models, and codes that support the findings of this study are available from the corresponding author upon reasonable request.

References

  • Al-Mansob RA, Wong WF, Alsharef JMA, Jassam TM, Ng JL, Ali SIA, Yusof ZBM (2021) Unconfined compressive strength characteristic of soft soil mixed with lime and nano alumina. In: AIP conference proceedings. AIP Publishing LLC, pp 020010

  • Al-Murshedi AD, Karkush MO, Karim HH (2020) Collapsibility and shear strength of gypseous soil improved by nano silica fume (NSF). In: Key engineering materials. Trans Tech Publ., pp 292–301

  • ASTM D2166 (2006) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (unified soil classification system) 1. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D3080 (2011) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D422 (2007) Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D4318 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D698 (2007) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 Ft-lbf/ft3 (600 KN-m/m3)) 1. ASTM International, West Conshohocken

    Google Scholar 

  • Changizi F, Haddad A (2015) Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber. J Rock Mech Geotech Eng 7:367–378

    Article  Google Scholar 

  • Cui H, Jin Z, Bao X, Tang W, Dong B (2018) Effect of carbon fiber and nanosilica on shear properties of silty soil and the mechanisms. Constr Build Mater 189:286–295

    Article  Google Scholar 

  • Ghasabkolaei N, Choobbasti AJ, Roshan N, Ghasemi SE (2017) Geotechnical properties of the soils modified with nanomaterials: a comprehensive review. Arch Civ Mech Eng 17:639–650

    Article  Google Scholar 

  • Haddad A, Changizi F (2016) Effect of nano-SiO2 on the geotechnical properties of cohesive soil. Geotech Geol Eng 34:725–733

    Article  Google Scholar 

  • Hariprasad Reddy S, Mir BA (2020) Influence of nano-materials on compaction and strength behavior of clayey soils. In: Gali ML, Rao PR (eds) Geotechnical characterization and modelling. Springer, Berlin

    Google Scholar 

  • Jahromi SG, Zahedi H (2018) Investigating the effecting of nano aluminum on mechanical and volumetric properties of clay. Amirkabir J Civ Eng 50:597–606

    Google Scholar 

  • Kalhor A, Ghazavi M, Roustaei M, Mirhosseini SM (2019) Influence of nano-SiO2 on geotechnical properties of fine soils subjected to freeze-thaw cycles. Cold Reg Sci Technol 161:129–136

    Article  Google Scholar 

  • Kalhor A, Ghazavi M, Roustaei M (2022) Impacts of nano-silica on physical properties and shear strength of clayey soil. Arab J Sci Eng 47:5271–5279

    Article  Google Scholar 

  • Kananizadeh N, Ebadi T, Khoshniat SA, Mousavirizi SE (2011) The positive effects of nanoclay on the hydraulic conductivity of compacted Kahrizak clay permeated with landfill leachate. Clean: Soil, Air, Water 39:605–611

    Google Scholar 

  • Luo H-L, Hsiao D-H, Lin D-F, Lin C-K (2012) Cohesive soil stabilized using sewage sludge ash/cement and nano aluminum oxide. Int J Transp Sci Technol 1:83–99

    Article  Google Scholar 

  • Mir BA, Hariprasad Reddy S (2021) Enhancement in shear strength characteristics of soft soil by using nanomaterials. In: Reddy KR, Agnihotri AK, Yukselen-Aksoy Y, Dubey BK, Bansal A (eds) Sustainable environment and infrastructure. Springer, Berlin

    Google Scholar 

  • Mir BA, Reddy SH (2021) Mechanical behaviour of nano-material (Al2O3) stabilized soft soil. Int J Eng 34:636–643

    Google Scholar 

  • Ng CWW, Coo JL (2015) Hydraulic conductivity of clay mixed with nanomaterials. Can Geotech J 52:808–811

    Article  Google Scholar 

  • Shahin SS, Fayed LAEM, Ahmad EH (2015) Review of nano additives in stabilization of soil. In: Seventh international conference on nano technology in construction

  • Taha MR (2018) Recent developments in nanomaterials for geotechnical and geoenvironmental engineering. In: MATEC web of conferences. EDP Sciences, pp 02004

  • Taha OME, Taha MR (2016) Soi–water characteristic curves and hydraulic conductivity of nanomaterial–soil–bentonite mixtures. Arab J Geosci 9:1–14

    Article  Google Scholar 

  • Tanzadeh R, Vafaeian M, Fard MY (2019) Effects of micro-nano-lime (CaCO3) particles on the strength and resilience of road clay beds. Constr Build Mater 217:193–201

    Article  Google Scholar 

  • Thomas S, Chandrakaran S, Sankar N (2022) Nanocomposites are state-of-the-art in the field of ground improvement-a review. Mater Today Proc 65:877–882

    Article  Google Scholar 

  • Wang W, Zhang C, Li N, Tao F, Yao K (2018) (2018) Characterisation of nano magnesia–cement-reinforced seashore soft soil by direct-shear test. J Mar Georesour Geotechnol 14:1–10

    Google Scholar 

  • Wong JKH, Kok ST, Wong SY (2020) Fibers, geopolymers, nano and alkali-activated materials for deep soil mix binders. Civil Eng J 6:830–847

    Article  Google Scholar 

  • Yao K, An D, Wang W, Li N, Zhang C, Zhou A (2020) Effect of nano-MgO on mechanical performance of cement stabilized silty clay. Mar Georesour Geotechnol 38:250–255

    Article  Google Scholar 

  • Zhang G (2007) Soil nanoparticles and their influence on engineering properties of soils. In: Advances in measurement and modeling of soil behavior

  • Zhang H, Hu H, Lai Y, Niu F (2019) Mechanism for soil reinforcement by electroosmosis incorporated with nanoclay. Dry Technol 37:1290–1299

    Article  Google Scholar 

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Acknowledgements

This research was carried out at the Soil Mechanics Laboratory of the Civil Engineering Department in the School of Engineering at the Shahed University. The assistance and constructive suggestions of all experts and personnel of the lab, especially Mr. Naseri are greatly appreciated.

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The authors declare that no funds, grants, or other support were received during the preparation of this manuscript.

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Correspondence to Mahdi Rojhani.

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Parsaei, M., Rojhani, M. & Seyedahmadian, S. Effect of the Addition of Nano Alumina on the Mechanical Properties of Clay. Geotech Geol Eng 41, 3767–3779 (2023). https://doi.org/10.1007/s10706-023-02488-4

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