Comprehensive Review on the Influence of Natural Materials in Soil Stabilization

Comprehensive Review on the Influence of Natural Materials in Soil Stabilization

S.C. Boobalan, M. Dhanabharathi, S. Dineshkumar, M. Gokuldas

download PDF

Abstract. This comprehensive review insists on the impacts of various natural materials in the conventional ground improvement techniques. This review paper focuses on the utilization of natural materials such as Eggshell powder, Rice husk ash, Wheat husk ask, Tamarind Kernel Powder, Jaggery, Chebula, Lime and coir fibers as soil stabilizers. The properties of Unconfined Compressive Strength (UCC), California Bearing Ratio (CBR), index and consolidation characteristics had been compared with existing conventional strength of soils. Out of the materials used for soil stabilizing agents, Rice Husk Ash, Eggshell powder and Tamarind Kernel Powder showed better ground improvement properties. The eggshell powder with 5% optimum replacement by weight of dry soil sample showed an improvement in strength. The properties of the soil sample achieved the improvement in strength with rice husk ash of 6-8% optimum level. TKP of 10% was added in the soil sample showed the soil liquid limit increase to 117% from 67%. TKP of 2% and 8% were added in the soil sample showed the shrinkage limit decrease to 15.4% and 11.4% respectively. Meanwhile, TKP of 8% in the soil sample resulted in a decrease of dry density to 14 kN/m2 from 17.1 kN/m2. Similarly, improved strength for achieved from the following combinations of jaggery and eggshell powder, lime and Chebula.

Keywords
Rice Husk Ash, Egg Shell Powder (ESP), Tamarind Kernel Powder (TKP), Lime, Soil Stabilization, Sandy Soils

Published online , 8 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: S.C. Boobalan, M. Dhanabharathi, S. Dineshkumar, M. Gokuldas, Comprehensive Review on the Influence of Natural Materials in Soil Stabilization, Materials Research Proceedings, Vol. 23, pp 276-283, 2022

DOI: https://doi.org/10.21741/9781644901953-31

The article was published as article 31 of the book Sustainable Materials and Smart Practices

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

References
[1] Mohammed N J Alzaidy, Experimental study for stabilizing clayey soil with eggshell powder and plastic wastes, International conference on sustainable engineering techniques, (2019). https://doi.org/10.1088/1757-899X/518/2/022008
[2] Sabyasachi Biswas, Arghadeep Biswas and Amar Dighade, Utilization of rice husk with lime in subgrade soil for a rural road, International conference on emerging frontiers in technology for a rural area, (2012).
[3] R. Rathan Raj, S. Banupriya and R. Dharani, Stabilization of soil using rice husk ash, International journal of computational engineering research, 6, 2, (2016), pp. 43-50.
[4] Deepti V. Cutting and P. L. Naktode, Soil stabilization by using scrap tire rubber, International Journal of Engineering Research & Technology, 9, 6, (2020), pp. 1382-1388. https://doi.org/10.17577/IJERTV9IS060592
[5] Jijo James and P. Kasinatha Pandian, Performance study on soil stabilization using natural materials, International Journal of earth sciences and engineering, 6, 1, (2013), pp. 194-203.
[6] Mohammed Y. Fattah, Falah H. Rahil, Kawther Y. H. Al-Soudany, Improvement of clayey soil characteristics using rice husk ash, Journal of Civil Engineering and Urbanism, 3, 1, (2013), pp. 12-18.
[7] Ankit Patel and Abhijitsinh Parmar, Stabilization of natural soil using rice husk, International Journal of Engineering development and research, (2013), pp. 91-93.
[8] G. Abarajithan, P. Rishab Kumar and R. Srikanth, Feasibility of Soil stabilization using Rice Husk Ash and Coir Fibre, International Journal of Engineering Research & Technology, 6, 4, (2017), pp. 552-556. https://doi.org/10.17577/IJERTV6IS040502
[9] Daryati and M. A. Ramadhan, Improvement of Expansive Soils stabilized with Rice Husk Ash (RHA), Journal of Physics: Conference Series, 1625 (2020), 012006. https://doi.org/10.1088/1742-6596/1625/1/012006
[10] Nafiul Islam, Nayem Ahmed, Sumaiya Akter and A. S. M. Fahad Hossain, Sandy Soil Stabilization using Jute Fiber as Admixture, Journal of Geotechnical Studies, 6, 2, (2021), pp. 30-34.
[11] Vikas Sharma, Pramod Kumar Rathore and Amit Sharma, Soil Stabilization by using Wheat Husk Ash, Journal of Civil Engineering and Environmental Technology, 5, 1, (2018), pp. 31-35.
[12] Syed Aaqib Javed and Sudipta Chakraborty, Effect of Expansive Soil Stabilization using Rice Husk Ash & Marble Dust, Journal of Earth Engineering, 4, 1, (2019), pp. 41-49.
[13] H. Trabelsi M. Chebbi and H. Guiros, Stabilization of clayey soil using fibre reinforcement, International conference on Unsaturated Soils, Hongkong, (2018).
[14] Tehsin Kazi, M. A. Shabiimam, Omar Baig and Feroz Machkuri, Review on comparative study on soil stabilization using natural materials, International Conference on Construction, Real Estate, Infrastructure and Project (CRIP) Management, Pune, (2018).
[15] P. V. Sivapullaiah, K. S. Subba Rao and J. V. Gurumurthy, Stabilization of Rice husk ash as a cushion below foundations on expansive soils, Ground Improvements, 8, 4, (2004), pp. 137-149. https://doi.org/10.1680/grim.2004.8.4.137
[16] O. O. Amu, A. B. Fajobi and B. O. Oke, Effect of eggshell powder on the stabilising potential of lime on expansive clay soil, Journal of Applied Sciences, 5, 8, (2005), pp. 1474-1478. https://doi.org/10.3923/jas.2005.1474.1478
[17] M. S. Chauhan, S. Mittal & B. Mohanty, Performance evaluation of silty sand subgrade reinforced with fly ash and fibre, Geotextiles and Geomembranes, 26, 5, (2008), pp. 429-435. https://doi.org/10.1016/j.geotexmem.2008.02.001
[18] I. T. Jawad, M. R. Taha, Z. H. Majeed & T. A. Khan, Soil stabilization using lime: advantages, disadvantages and proposing a potential alternative, Research Journal of Applied Sciences, Engineering and Technology, 8, 4, (2014), pp. 209-220. https://doi.org/10.19026/rjaset.8.1000
[19] G. L. Sivakumar Babu and A. K. Vasudevan, Strength and Stiffness response of coir fibre reinforced tropical soil, Journal of materials in Civil Engineering, 20, 9, (2008), pp. 571-577. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:9(571)
[20] J. Prabakar, R. S. Sridhar, Effect of random inclusion of sisal fibre on strength behaviour of soil, Construction and building materials, 16, 2, (2002), pp. 123-131. https://doi.org/10.1016/S0950-0618(02)00008-9
[21] E. A. Subaida and S. Chandrasekaran and N. Sankar, Laboratory performance of unpaved roads reinforced with woven coir geotextiles, Geotextiles and Geomembranes, 27, 3, (2009), pp.204-210. https://doi.org/10.1016/j.geotexmem.2008.11.009
[22] Nader Abbasi and Masoud Mahdieh, Improvement of geotechnical properties of silty sand soils using natural pozzolan and lime, International Journal of Geo-Engineering, 9, 4, (2018), pp. 1-12. https://doi.org/10.1186/s40703-018-0072-4
[23] Gopinath Rudramurthy, Poopathi Ramasamy and Arun Rajendran, Geotechnical properties of sandy soil stabilized using cement and Prosopis juliflora fibres, Advances in Science, Technology & Innovation Book Series, (2018), pp.283-285. https://doi.org/10.1007/978-3-030-01665-4_65