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Enhancement of Soil Characteristics Using Different Stabilization Techniques

Received: 7 August 2023    Accepted: 22 August 2023    Published: 25 September 2023
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Abstract

Soil stabilization is a critical aspect of civil engineering, involving various methods to modify soil properties and enhance its engineering performance for diverse construction projects. The necessity for soil stabilization arises when natural soil conditions cannot support structural loads due to undesirable characteristics. Soil stabilization involves altering soil properties through chemical or physical means to increase bearing capacity, weathering resistance, and permeability while reducing construction costs. Waste management and waste materials play a significant role in soil stabilization techniques by providing sustainable and eco-friendly solutions to improve soil properties and enhance stability. The connection between waste management and soil stabilization lies in the utilization of various waste materials as stabilizing agents. These waste materials can serve as cost-effective alternatives to traditional stabilizers while reducing the environmental impact of construction and civil engineering projects. This research acknowledges the significance of soil stabilization for civil engineering purposes and explores the effectiveness of various materials as soil stabilizers. Different kinds of stabilization techniques like cement, lime, fly ash, chemical, bituminous, thermal, and electrical stabilization, and other recycled waste materials are investigated. This comprehensive review serves as a valuable resource for civil engineers, researchers, and practitioners seeking a holistic understanding of soil stabilization techniques. As infrastructure demands continue to grow, adopting and advancing soil stabilization techniques becomes imperative for ensuring safe, resilient, and cost-effective construction practices in the face of changing geotechnical challenges. The insights gained from this review will aid in making informed decisions for successful soil stabilization in various civil engineering projects, ensuring the safety, stability, and resilience of infrastructure developments in an ever-changing environment.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 8, Issue 4)
DOI 10.11648/j.jccee.20230804.12
Page(s) 71-79
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Stabilization, Expansive Soil, Subgrade, Clayey Soil, Sustainable, Waste Materials, Environment, Stabilizers

References
[1] Nelson, J. D. and Miller, D. J. (1992) Expansive Soils Problems and Practice in Foundation and Pavement Engineering, John Wiley and Sons, Inc.
[2] Joel, M. and Agbede, I. O. (2011) “Mechanical-Cement Stabilization of Laterite for Use as Flexible Pavement Material” Journal of Materials in Civil Engineering, 23 (2), 146-152.
[3] Fauzi, A., W. M. Nazmi, U. J. Fauzi, 2010. Subgrade Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash. The 8th International Conference on Geotechnical and Transportation Engineering Geotropika 2010.
[4] Cristelo, N., S. Glendinning, L. Fernandes, A. T. Pinto, 2013. Effects of alkaline-activated fly ash and Portland cement on soft soil stabilization. Acta Geotechnica.
[5] Holtz, R. D., W. D. Kovacs, 1981. An Introduction to Geotechnical Engineering. Prentice-Hall Civil Engineering and Engineering Mechanics Series.
[6] ASTM Standards on Soil Stabilization with Admixtures, 2nd Edition. 1992. 126 pp.
[7] Bergado, D., L. Anderson, N. Miura, A. Balasubramaniam, 1996. Soft ground improvement: in lawland and other environment. New York: American Society of Civil Engineers.
[8] Prabakar, J., N. Dendorkar, R. K. Morchhale, 2004. Influence of fly ash on strength behavior of typical soils. Construction and Building Materials, 18: 263-276.
[9] Kolias, S., V. K. Rigopoulou, A. Karaholias, 2005. Stabilisation of clayey soils with high calcium fly ash and cement. Cement & Concrete Composites, 27: 310-313.
[10] Olaniyan, O. S., R. A. Olaoye, O. M. Okeyinka, D. B. Olaniyan, 2011. Soil Stabilization Techniques Using Sodium Hydroxide Additives. Internal Journal of Civil & Environment Engineering IJCEE-IJENS Vol: 11 No: 06.
[11] Graves, R. E., J. L. Eades, L. L. Smith, 1988. Strength Developed from Carbonate Cementation of Silica- Carbonate Base Corse Materials. Transportation Research Record No. 1190.
[12] Ninov, J., I. Donchev, A. Lenchev, I. Grancharov, 2007. Chemical Stabilization of Sandy-silty Illite Clay. Journal of the University of Chemical Technology and Metallurgy, 42 (1): 67-72.
[13] Yadu, Laxmikant. (2013). Stabilization of soft soil with granulated blast furnace slag and fly ash. International Journal of Research in Engineering and Technology. 02. 115-119. 10.15623/ijret.2013.0202005.
[14] Ransinchung, G. D., Kumar, P., Anupam, A. K., and Sharma, P. (2013). Evaluation of Efficacy of Fines Obtained from Demolished Concrete Slabs as a Soil Stabilizer. IRC Highway Research Journal.
[15] Ghosh, Sadhan & Ghosh, Sannidhya. (2016). Construction and Demolition Waste. 10.1061/9780784414101.ch16.
[16] Choudhary, Anil & Jha, J. & Gill, Kulbir. (2010). Utilization of Plastic Wastes for Improving the Sub-Grades in Flexible Pavements. Geotechnical Special Publication. 320-326. 10.1061/41104(377)39.
[17] Sherwood, P. (1993). Soil stabilization with cement and lime. State of the Art Review. London: Transport Research Laboratory, HMSO.
[18] J. David Rogers, Robert Olshansky, and Robert B. Rogers, DAMAGE TO FOUNDATIONS FROM EXPANSIVE SOILS.
[19] Pousette, K., Mácsik, J. and Jacobsson, A. (1999). Peat Soil Samples Stabilized in Laboratory-Experiences from Manufacturing and Testing. Proceeding of Dry Mix Methods for Deep Stabilization (pp. 85-92). Stockholm: Balkema, Rotterdam.
[20] Al-Tabbaa, A. and Evans, W. C. (2005). Stabilization-Solidification Treatment and Remediation: Part I: Binders and Technologies-Basic Principal. Proceedings of the International Conference on Stabilization/Solidification Treatment and Remediation (pp. 367-385). Cambridge, UK: Balkerma.
[21] Hebib, S. and Farrell, E. R. (1999). Some Experi ences of Stabilizing Irish Organic Soils. Proceeding of Dry Mix Methods for Deep Soil Stabilization (pp. 81-84). Stockholm: Balkema.
[22] Hicks, R. (2002). Alaska Soil Stabilization Design Guide.
[23] Little, Dallas & Nair, Syam. (2009). Recommended Practice for Stabilization of Subgrade Soils and Base Materials.
[24] Fikiri Fredrick Magafu, Wu Li (2010), “Utilization of Local Available Materials to Stabilize Native Soil (earth roads) in Tanzania-Case Study Ngara”, SciRP, pp 516- 519.
[25] Olugbenga, Oludolapo Amu., Oluwole, Fakunle Bamisay and Iyiole, Akanmu Komolafe (2010), “The Suitability and Lime Stabilization Requirement of Some Lateritic Soil Samples as Pavement”, Int. J. Pure Appl. Sci. Technol., 2 (1), PP 29-46.
[26] Malhotra. B. R and John. K. A, “Need for Construction Equipment in Rural Roads- A Case Study” Ministry of Rural Development, GOI, Government Of India.
[27] Mudhgal, Ankur., Sarkar, Raju and Sahu, A. K (2014), “Effect of Lime and Stone Dust in the Geotechnical Properties of Black cotton soil” Int. J. of GEOMATE, Vol. 7, pp 1033-1039.
[28] Karthik, S., Kumar, Ashok., Gowtham, P., Elango, G., Gokul, D., Thangaraj, S. (2014), “Soil Stabilization by Using Fly ash”, IOSR Journal of Civil and Mechanical Engineering, IOSR-JMCE, Vol. 10, pp 20-26.
[29] Ahmed, Afaf Ghais Abadi (2014), “Fly ash Utilization in Soil Stabilization”, International Conference on Civil, Biological and Environmental Engineering, CBEE, pp 76-78.
[30] Gyanen, Takhelmayum., Savitha, A. L., Krishna, Gudi.(2013), “Laboratory Study on Soil Stabilization Using Fly ash Mixtures ”, International Journal of Civil Engineering Science and Innovative Technology, vol. 2, pp 477-481.
[31] Mehta, Ashish., Parate, Kanak., Ruprai, B. S. (2013), “Stabilization of Black Cotton Soil by Fly ash”, International Journal of Application or Innovative in Engineering and Management.
[32] Bhuvaneshwari, S., Robinson, R. G., Gandhi, S. R. (2005), “Stabilization of Expansive Soils Using Fly ash”, Fly Ash Utilization Programme, FAUP, TIFAC, DST, Vol. 8, pp 5.1-5.9.
[33] Robert M, Brooks. (2009), “Soil Stabilization with Fly ash and Rice Husk Ash”, International Journal of Research and Reviews in Applied Sciences, Vol. 1, pp 209-217.
[34] Singhal, Anil kumar and Singh, Sudhanshu shekhar (2014), “Laboratory Study on Soil Stabilization Using Fly ash and Rice Husk Ash”, International Journal of Research in Engineering and Technology, Vol. 3, pp 348-351.
[35] Shrivastava, Dilip., Singhai, A. k. and Yadav, R. K (2014), “Effect of Lime and Rice Husk Ash on Engineering Properties of Black Cotton Soil”. International Journal of Engineering Research and Science Technology, Volume 3.
[36] Yadu, Laxmikant & Tripathi, Rajesh. (2013). Effects of Granulated Blast Furnace Slag in the Engineering Behaviour of Stabilized Soft Soil. Procedia Engineering. 51. 125–131. 10.1016/j.proeng.2013.01.019.
[37] Raut, J. M., Bajad, S. P., Khadeshwar. S. R (2014), “Stabilization of Expansive Soil Using Fly ash and Murrum”, International Journal Innovative Research in Science, Engineering and Technology, vol. 3, pp 14280- 14284.
[38] Singh, S. P andPani, A (2014), “Evaluation of Lime Stabilized Fly ash as a Highway Material” International Journal of Environmental Research and Development, Vol. 4, pp 281-286.
[39] Al-Rawas, Amer & Hago, Abdel & Al-Sarmi, Hilal. (2005). Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment. 40. 681-687. 10.1016/j.buildenv.2004.08. 028.
[40] Oyediran, I. A andKalejaiye, M (2011), “Effect of Increasing Cement Content on Strength and Compaction Parameters of Some Lateritic Soil from South Western Nigeria”, EJGE, Vol. 16, pp 1501-1513.
[41] Al-zoubi, Mohammed Shukri (2008), “Undrained Shear Strength and Swelling Characteristic of Cement Treated Soil”, Jordan Journal of Civil Engineering, Vol. 2, pp 53-61.
[42] Shelke, A. P and Murty, D. S (2010), “Reduction of Swelling Pressure of Expansive Soils Using EPS Geofoam” Indian Geotechnical Conference, GEO trendz.
[43] EuroSoilStab. (2002). Development of Design and Construction Methods to Stabilize Soft Organic Soils: Design Guide for soft soil stabilization. CT97-0351, European Commission, Industrial and Materials Technologies Programme (Rite-EuRam III) Bryssel.
[44] Rogers, C. D. F. and Glendinning, S. (1993). Modification of clay soils using lime. In C. a. Rogers (Ed.), Proceeding of the Seminar held at Loughborough University on Lime Stabilization (pp. 99-114). London: Thomas Telford.
Cite This Article
  • APA Style

    Naimul Haque Nayem. (2023). Enhancement of Soil Characteristics Using Different Stabilization Techniques. Journal of Civil, Construction and Environmental Engineering, 8(4), 71-79. https://doi.org/10.11648/j.jccee.20230804.12

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    ACS Style

    Naimul Haque Nayem. Enhancement of Soil Characteristics Using Different Stabilization Techniques. J. Civ. Constr. Environ. Eng. 2023, 8(4), 71-79. doi: 10.11648/j.jccee.20230804.12

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    AMA Style

    Naimul Haque Nayem. Enhancement of Soil Characteristics Using Different Stabilization Techniques. J Civ Constr Environ Eng. 2023;8(4):71-79. doi: 10.11648/j.jccee.20230804.12

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  • @article{10.11648/j.jccee.20230804.12,
      author = {Naimul Haque Nayem},
      title = {Enhancement of Soil Characteristics Using Different Stabilization Techniques},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {8},
      number = {4},
      pages = {71-79},
      doi = {10.11648/j.jccee.20230804.12},
      url = {https://doi.org/10.11648/j.jccee.20230804.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20230804.12},
      abstract = {Soil stabilization is a critical aspect of civil engineering, involving various methods to modify soil properties and enhance its engineering performance for diverse construction projects. The necessity for soil stabilization arises when natural soil conditions cannot support structural loads due to undesirable characteristics. Soil stabilization involves altering soil properties through chemical or physical means to increase bearing capacity, weathering resistance, and permeability while reducing construction costs. Waste management and waste materials play a significant role in soil stabilization techniques by providing sustainable and eco-friendly solutions to improve soil properties and enhance stability. The connection between waste management and soil stabilization lies in the utilization of various waste materials as stabilizing agents. These waste materials can serve as cost-effective alternatives to traditional stabilizers while reducing the environmental impact of construction and civil engineering projects. This research acknowledges the significance of soil stabilization for civil engineering purposes and explores the effectiveness of various materials as soil stabilizers. Different kinds of stabilization techniques like cement, lime, fly ash, chemical, bituminous, thermal, and electrical stabilization, and other recycled waste materials are investigated. This comprehensive review serves as a valuable resource for civil engineers, researchers, and practitioners seeking a holistic understanding of soil stabilization techniques. As infrastructure demands continue to grow, adopting and advancing soil stabilization techniques becomes imperative for ensuring safe, resilient, and cost-effective construction practices in the face of changing geotechnical challenges. The insights gained from this review will aid in making informed decisions for successful soil stabilization in various civil engineering projects, ensuring the safety, stability, and resilience of infrastructure developments in an ever-changing environment.},
     year = {2023}
    }
    

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    AU  - Naimul Haque Nayem
    Y1  - 2023/09/25
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    JO  - Journal of Civil, Construction and Environmental Engineering
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    PB  - Science Publishing Group
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    UR  - https://doi.org/10.11648/j.jccee.20230804.12
    AB  - Soil stabilization is a critical aspect of civil engineering, involving various methods to modify soil properties and enhance its engineering performance for diverse construction projects. The necessity for soil stabilization arises when natural soil conditions cannot support structural loads due to undesirable characteristics. Soil stabilization involves altering soil properties through chemical or physical means to increase bearing capacity, weathering resistance, and permeability while reducing construction costs. Waste management and waste materials play a significant role in soil stabilization techniques by providing sustainable and eco-friendly solutions to improve soil properties and enhance stability. The connection between waste management and soil stabilization lies in the utilization of various waste materials as stabilizing agents. These waste materials can serve as cost-effective alternatives to traditional stabilizers while reducing the environmental impact of construction and civil engineering projects. This research acknowledges the significance of soil stabilization for civil engineering purposes and explores the effectiveness of various materials as soil stabilizers. Different kinds of stabilization techniques like cement, lime, fly ash, chemical, bituminous, thermal, and electrical stabilization, and other recycled waste materials are investigated. This comprehensive review serves as a valuable resource for civil engineers, researchers, and practitioners seeking a holistic understanding of soil stabilization techniques. As infrastructure demands continue to grow, adopting and advancing soil stabilization techniques becomes imperative for ensuring safe, resilient, and cost-effective construction practices in the face of changing geotechnical challenges. The insights gained from this review will aid in making informed decisions for successful soil stabilization in various civil engineering projects, ensuring the safety, stability, and resilience of infrastructure developments in an ever-changing environment.
    VL  - 8
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Author Information
  • Civil Engineering Department, Rajshahi University of Engineering and Technology, Rajshahi, Bangladesh

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