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Enhancement in Shear Strength Characteristics of Soft Soil by Using Nanomaterials

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Sustainable Environment and Infrastructure

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 90))

Abstract

Soil being particulate system, encompasses a wide variety of particles, which has made it one of the most complicated natural materials to be modeled. Among soils, soft soil deposits pose challenging problems to geotechnical engineers for the assessment of reliable behavior of these soils to be used either as a foundation medium or construction material. For chemical stabilization of soils, there are numerous chemical additives such as polymers, cement, and other compounds available for treatment of soft soils, however, nanomaterials, including Nano-Alumina and Nano-Silica have attracted great interest among researchers. Unlike other traditional and non-traditional additives, nano additives are used directly with the soil or being an additive for the stabilization of marginal soil deposits. In this study, nanometric additives have been chosen to investigate their influence on strength behavior of clayey soil. Soil samples from three locations were collected and characterized in the laboratory. Also, SEM and XRD tests were carried out to identify the underlying mechanisms of Nanomaterials. Based on basic geotechnical investigations, the soil samples from two locations were selected for treatment using Nanometric additives of Al2O3 and SiO2 at varying percentages of 0.5, 1.0, 1.5, and 2.0%. The test results revealed that the unconfined compressive strength increased significantly with increasing Nano additives. The addition of these nanoparticles increases sample’s reactivity even at an early age and subsequently, compressive strength is increased. Therefore, the main goal of this study was to stabilize soft soil deposits for its bulk utilization in various geotechnical applications for sustainable environment.

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References

  1. Roco MC, Williams RS, Alivisatos P (1999) Nanotechnology research directions: IWGN workshop report vision for nanotechnology R&D in the next decade. National Science and Technology Council (NSTC), International Technology Research Institute, World Technology (WTEC) Division, Loyola College USA, 262p. https://itri.loyola.edu/nano/IWGN.Research.Directions

  2. Chong KP (2004) Nanoscience and engineering in mechanics and materials. J Phys Chem Solids 65(8–9):1501–1506

    Article  Google Scholar 

  3. Roco MC, Bainbridge WS (2005) Societal implications of nanoscience and nanotechnology: Maximizing human benefit. J Nanopart Res 7(1):1–13

    Article  Google Scholar 

  4. Jahangir S, Kazemi S (2014) Effect of nano-alumina (N-Al) and nanosilica (NS) as admixtures on concrete behavior. In: International conference on advances in agricultural, biological & environmental sciences (AABES-2014), Dubai (UAE), pp 37–41

    Google Scholar 

  5. Pokropivny V, Lohmus R, Hussainova I, Pokropivny A, Vlassov S (2007) Introduction in nano-materials and nanotechnology. Special lecture course for bachelors, MSc, post-graduates and specialists in nanotechnology. University of Tartu, Ukraine, 225p

    Google Scholar 

  6. Metaxa ZS, Konsta-Gdoutos MS, Shah SP (2010) Mechanical properties and nanostructure of cement-based materials reinforced with carbon nanofibers and polyvinyl alcohol (PVA) microfibers. In: ACI spring 2010 convention, pp 115–126

    Google Scholar 

  7. Alsharef Jamal MA, Taha MR, Firoozi AA, Govindasamy P (2016) Potential of using nanocarbons to stabilize weak soils. Appl Environ Soil Sci 2016: 1–9. Article ID 5060531. https://dx.doi.org/10.1155/2016/5060531

  8. Taha MR, Taha OME (2012) Influence of nano-material on the expansive and shrinkage soil behavior. J Nanopart Res 14(10):1190

    Article  Google Scholar 

  9. Parveen S, Rana S, Fangueiro R (2013) A review on nano-material dispersion, microstructure, and mechanical properties of carbon nanotube and nanofiber reinforced cementitious composites. J Nanomater 2013:1–19. Article ID 710175. https://dx.doi.org/10.1155/2013/710175

  10. Zaid HM, Taha MR (2012) Effect of nanomaterial treatment on geotechnical properties of a Penang soft soil. J Asian Sci Res 587–592

    Google Scholar 

  11. Zhang G (2007) Soil nanoparticles and their influence on engineering properties of soils. In: Conference proceedings: geo-denver 2007-measurement and modeling of soil behavior, Colorado, United States, GSP 173. https://doi.org/10.1061/40917(236)37

  12. Ghazi H, Baziar MH, Mirkazemi SM (2011) The effects of nano-material additives on the basic properties of soil. In: 14th Asian regional conference of geotechnic, Hong-Kong

    Google Scholar 

  13. Alireza SGS, Mirkazemi SM, Baziar MH (2013) Application of nanomaterial to stabilize a weak soil. In: International conference on case histories in geotechnical engineering, paper 5, pp 1–8. https://scholarsmine.mst.edu/icchge/7icchge/session_06/5

  14. Bahmani SH, Bujang BKH, Asadi A, Farzadnia N (2014) Stabilization of residual soil using SiO2 Nanoparticles and cement. Constr Build Mater 64(14):350–359

    Article  Google Scholar 

  15. Zaid HM, Taha MR, Taha JI (2014) Stabilization of soft soil using nanomaterials. Res J Appl Sci Eng Technol 8(4):503–509

    Article  Google Scholar 

  16. Norazlan K, Arshad MF, Mukri M, Kamaruzzaman M, Kamarudin F (2014) The Properties of nano-kaolin mixed with kaolin. Electron J Geotech Eng (EJGE) 19(Q):4247–4255

    Google Scholar 

  17. Neethu SV, Remya S (2013) Engineering behavior of nanoclay stabilized soil. In: Proceedings of Indian geotechnical conference-2013, theme-4, paper no. 124, pp 1–4

    Google Scholar 

  18. Shahin SS, Laila Abd El-Meguid F, Hebaturahman A (2015) Review of nano additives in stabilization of soil. In: Proceedings of 7th international conference on nano technology in construction (NTC-2015), pp 1–11

    Google Scholar 

  19. Changizi F, Haddad A (2016) Effect of nano-silica on the geotechnical properties of cohesive soil. Geotech Geol Eng 34:725–753

    Article  Google Scholar 

  20. Arya A, Jain A (2017) A review of geotechnical characteristics of nano additives treated soils. In: International conference on recent development in engineering science (ICRDES), Chandigarh, India, p 121

    Google Scholar 

  21. García S, Paulina T, Ramírez O, López-Molina J, Nidia H (2017) Influence of nanosilica on compressive strength of lacustrine soft clays. In: Proceedings of 19th international conference on soil mechanics and geotechnical engineering, Coex, Seoul, Republic of Korea, pp 369–372

    Google Scholar 

  22. Iswarya R, Satheeskumar V (2018) Influence of nano silica on the geotechnical properties of clayey soil stabilized with lime. Asian J Eng Appl Technol (Special Issue) 7(1):28–32

    Google Scholar 

  23. ASTM D 2487 – 06 (2006) Standard practice for classification of soils for engineering purposes (USCS). In: Annual book of ASTM standards, American society for testing and materials, Philadelphia, United States. www.astm.org

  24. ASTM D 854-06 (2006) Standard test method for specific gravity of soil solids by water pycnometer. In: Annual book of ASTM standards, Philadelphia, United States. www.astm.org

  25. ASTM D 422–63(07e2) (1963) Standard test method for particle size analysis of soils (Sect. 4). In: Annual book of ASTM standards, Philadelphia, vol. 04-08. www.astm.org

  26. ASTM D4318-10 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. In: Annual book of ASTM standards, American society for testing and materials, Philadelphia, United States. www.astm.org

  27. ASTM D698-12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). In: ASTM international, West Conshohocken, PA. www.astm.org

  28. ASTM D2166/D2166M-13 (2013) Standard test method for unconfined compressive strength of cohesive soil. In: ASTM international, West Conshohocken, PA. www.astm.org

  29. Jarrahzade F, Bajestan MS (2010) Changing clay structure by nanotechnology due to soil stabilization. In: International congress on nanoscience and nanotechnology, Iran, pp 1 2

    Google Scholar 

  30. Norazlan K, Fadzil MA, Mukri M, Kamaruzzaman M, Kamarudin F (2015) Influence of nano-soil particles in soft soil stabilization. Electron J Geotech Eng 20(2):731–737

    Google Scholar 

  31. Gelsefidi SSA, Mirkazemi SM, Hasan BM (2013) Application of nano-material to stabilize a weak soil. In: Proceedings of 7th international conference on case histories in geotechnical engineering, paper no. 6.10a, pp 1–8

    Google Scholar 

  32. Suresh R, Murugaiyan V (2018) Improvement of clay soil using natural fibers and nano silica: a review. Indian J Sci Res 17(2):252–256

    Google Scholar 

  33. Mir BA, Sridharan A (2019) Mechanical behaviour of fly-ash-treated expansive soil. Proc Inst Civ Eng-Ground Improv J 72(1):12–24

    Article  Google Scholar 

  34. Zhu W, Bartos PJM, Porro A (2004) Application of nanotechnology in construction. Summary of a state-of-the-art report. J Mater Struct 37(9):649–658

    Google Scholar 

  35. Gutierrez MS (2005) Potential applications of nano-mechanics in geotechnical engineering. In: Proceedings of the international workshop on misco-geomechanics across multiple strain scales, Cambridge, UK, pp 29–30

    Google Scholar 

  36. Gillott JE (1969) Study of the fabric of fine-grained sediments with the scanning electron microscope. J Sediment Petrol 39(1):90–105

    Google Scholar 

  37. McKyes E, Yong RN (1971) Three techniques for fabric viewing as applied to shear distortion of a clay. Clays Clay Miner 19(5):289–293

    Article  Google Scholar 

  38. Juneja A, Mir BA (2012) Behavior of clay reinforced by sand compaction pile with smear. Proc Inst Civ Eng-Ground Improv J 165(GI2):111–124

    Article  Google Scholar 

  39. Mir BA, Juneja A (2016) Model studies on shear behavior of reinforced reconstituted clay. Int J Civ Environ Struct Constr Archit Eng 10(1):87–94

    Google Scholar 

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Acknowledgments

The investigation reported in this paper forms part of research work at, National Institute of Technology, Srinagar. Thanks are due to the institute administration for providing the necessary facilities for carrying out this work and Nano Research Lab, Jharkhand for providing the nanomaterials in time for our research work.

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Authors and Affiliations

  1. Deptartment of Civil Engineering, National Institute of Technology, Srinagar, 190006, Jammu and Kashmir, India

    B. A. Mir & S. Hariprasad Reddy

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  1. B. A. Mir
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  2. S. Hariprasad Reddy
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Correspondence to B. A. Mir .

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Editors and Affiliations

  1. Department of Civil, Materials and Environmental Engineering, University of Illinois, Chicago, IL, USA

    Krishna R. Reddy

  2. Dr. B. R. Ambedkar National Institute of Technology, Jalandhar, Punjab, India

    Arvind K. Agnihotri

  3. Department of Civil Engineering, Dokuz Eylül University, İzmir, Turkey

    Yeliz Yukselen-Aksoy

  4. Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal, India

    Brajesh K. Dubey

  5. Dr. B. R. Ambedkar National Institute of Technology, Jalandhar, Punjab, India

    Ajay Bansal

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Mir, B.A., Hariprasad Reddy, S. (2021). Enhancement in Shear Strength Characteristics of Soft Soil by Using Nanomaterials. In: Reddy, K.R., Agnihotri, A.K., Yukselen-Aksoy, Y., Dubey, B.K., Bansal, A. (eds) Sustainable Environment and Infrastructure. Lecture Notes in Civil Engineering, vol 90. Springer, Cham. https://doi.org/10.1007/978-3-030-51354-2_39

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  • DOI: https://doi.org/10.1007/978-3-030-51354-2_39

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-51353-5

  • Online ISBN: 978-3-030-51354-2

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