Cement kiln dust and polypropylene fiber in expansive clay improvement

Authors

  • Samira Zemouli
  • Nadia Gouider
  • Zohra Melais Fatma
  • Innal Wissem

DOI:

https://doi.org/10.54021/seesv5n1-089

Keywords:

expansive soils, stabilization, CKD, polypropylene fibers, strength

Abstract

For civil engineers, expansive soils pose a great deal of difficulty because of their sensitivity to volume changes with different moisture levels. These difficulties are compounded by the widespread occurrence of swelling clay, which can seriously harm infrastructure, especially in arid or semi-arid areas. The geotechnical qualities of these soils have been improved through the use of various additives and techniques, resolving this problem and making the soils suitable for building. Numerous stabilization techniques, nevertheless, may have negative environmental effects. Therefore, it is imperative to investigate the use of local waste or by-products to stabilize soil in order to preserve the environment and lower stabilization costs, especially in road construction projects.To address these issues, an experiment was conducted to determine how locally obtained cement kiln dust (CKD), both alone and combined with polypropylene fibers, affected the properties of plastic clay soil, also referred to as expansive clay from Cheffia.The main objective of this study is to assess how well different CKD percentages (from 5% to 25%) stabilize soil while improving its mechanical and physical properties. The study also aims to explain how the addition of polypropylene fiber affects the unconfined compressive strength and compaction behavior of the soil in the optimal CKD-soil mixture. The results of the analysis show that the addition of cement kiln dust (CKD) significantly improved the studied soil's workability, compaction, and strength. Additionally, adding polypropylene fibers strengthens the clay's resistance to compression, which presents encouraging opportunities for reducing the difficulties brought on by expansive soils in civil engineering applications.

References

ADEYANJU, E. A.; OKEKE, C. A. 1st International Conference on Sustainable Infrastructural Development. IOP Conf. Series: Materials Science and Engineering 640 (2019). 012080IOP Publishing, 2019. doi:10.1088/1757 899X/640/1/012080

ALMURSHEDI, A. D.; THAJEEL, J. K.; DEKHN, H. C. Swelling Control of Expansive Soils Using Cement Dust. IOP Conf. Ser. Mater. Sci. Eng., v. 584, 2019. https://doi.org/ 10.1088/1757899X/584/1/012021.

ASTM D 2166. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. American society of testing.

ASTM D 422-90. Standard Test Method for Particle-Size Analysis of Soils. American society of testing Materials.

ASTM D 4318. Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. American society of testing Materials.

ASTM D 698-91/98. Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. American society of testing.

ASTM D 854-00. Standard Test for Specific Gravity of Soil Solids by Water Pycnometer. American society of testing Materials.

BERGARDO, D. T.; ANDERSON, L. R.; MIURA, N.; BALASUBRAMANIAM, A. S. Soft ground improvement in lowland and other environments. ASCE, New York, Press, v. 234, n. 304, 1996.

CHEN, F. H. Foundations on Expansive Soils. Elsevier Scientific Publishing Co., Amesterdam Edition,1988.

EADES, J. L.; GRIM R. E. A quick test to determine lime requirement for lime stabilization. Highway Research Record, v. 139, p. 61-72, 1966.

GERALD, A.; MILLER, U.; SHAHRIAR, A. Influence of soil type on stabilization with cement kiln dust. Construction and Building Materials, v. 14, p. 89-97, 2000.

HASHAD, A.; EL-MASHAD, M. Assessment of soil mixing with cement kiln dust to reduce soil lateral pressure compared to other soil improvement methods. HBRC J, v. 10, p. 169–175, 2014.

HOOVER, J. M.; MOELLER, D. T.; PITT, J. M.; SMITH, S. G.; WAINAINA, N. W. Performance of randomly oriented fiber reinforced roadway soils. Lowa DOT Project-HR-211, Department of Transportation, Highway Division, Lowa State University, 1982.

HUSSEIN, S. A.; HAIFAA, A. A. Stabilization of Expansive Soils Using Polypropylene Fiber. Civil Engineering Journal, v. 5, n. 3, 2019.

ISMAIEL, H. (2013). Cement kiln dust chemical stabilization of expansive soil exposed at El-Kawther Quarter, Sohag Region, Egypt. Int J Geosci, v. 4, n. 10, p. 1416–1424.

ISMAIL, A. I. M.; BELAL, Z. L. Use of cement kiln dust on the engineering modifification of soil materials. Nile Delta, Egypt. Geotech Geol Eng, v. 34, p. 463–469, 2016.

JONES ,L. D. Chapter c5 – Expansive soils, British Geological Survey Ian Jefferson. School of Civil Engineering, University of Birmingham, Jan 2012. DOI: 10.1007/978-3-319-12127-7_118-1.

KRENCHEL, H, Fiber reinforced brittle matrix materials. In: Proceedings of international symposium on fiber reinforced concrete, Ottawa, 1973.

LANGADE, S. W.; DAHALE, P. P.; MEHTA, A. A. Effects Of Polypropylene Fibre On Cement Stabilized Soil. International Journal of Civil Engineering and Technology (IJCIET), v. 10, n. 02, p. 1355-1364, Feb 2019. Article ID: IJCIET_10_02_131.

MILLER, C. J.; RIFAI, S. Fiber reinforcement for waste containment soil liners. Journal of Environmental Engineering, v. 130, n. 8, p. 891-895, Aug 2004. doi: 10.1061/(ASCE)0733-9372(2004)130:8(891)

MOHAMED, K.; ABDELKRIM, M. Cement and lime mixture stabilization of an expansive over consolidated clay. Applied Clay Science, v. 95, n. 2014, p. 104–110, 2014.

MOHAMEDZEIN, Y.; HASSAN, H.; AL-HASHMI, K. Effect of cement-by-pass dust stabilized-expansive soil subgrade on pavement rutting. Innov. Infrastruct. Solut., v. 7, p. 1–11, 2022. https://doi.org/10.1007/s41062-021-00663-1.

MOSES, G. K.; SAMINU, A. Cement Kiln Dust stabilization of compacted black cotton soil. Electron. J. Geotech. Eng., 17 F,p. 825–836, 2012.

MUHAMMAD HAMZA, N. L. et al. Stabilization of Problematic Expansive Clays Using Polypropylene Fiber Reinforcement. Jordan Journal of Civil Engineering, v. 16, n. 4, 2022.

NISHANTHA, B. et al Upcycling Potential of Industrial Waste in Soil Stabilization: Use of Kiln Dust and Fly Ash to Improve Weak Pavement Subgrades Encountered in Michigan. USA, 2020. CC BY license (http://creativecommons.org/licenses/by/4.0/)

ORIOLA, F.; MOSES, G. Compacted black cotton soil treated with cement kiln dust as hydraulic barrier material. Am J Sci Ind Res, v. 2, n. 4, p. 521–530, 2011.

PEETHAMPARAN, S.; OLEK, J.; DIAMOND, S. Mechanism of stabilization of Na-montmorillonite clay with cement kilndust. Cem Concr Res, v. 39, n. 7, p. 580–589, 2009.

PEETHAMPARAN, S.; OLEK, J.; LOVELL, J. Influence of chemical and physical characteristics of cement kiln dusts (CKDs) on their hydration behavior and potential suitability for soil stabilization. 2008.

RASHED, K. A.; MOHAMMAD, P. K. Effect of wetting and drying cycles on expansive soils using cement kiln dust. J. Univ. Garmian., v. 6, 2019.

SADEGH, G.; JAHANBAKHSH, H.; NEJAD, F. M. Laboratory evaluation on the effectiveness of polypropylene fibers on the strength behavior of CKD-stabilized soil. Journal Of Geotechnical Geology, v. 17, n. 1, p. 465–470, 2021. DOI: 10.30495/geotech.2021.682716 .

SHARMA, R. K. Laboratory study on stabilization of clayey soil with cement kiln dust and fiber. Geotechnical and Geological Engineering, v. 35, p. 2291–2302, 2017. DOI 10.1007/s10706-017-0245-5.

SOLTANI, A.; DENG, A.; TAHERI, A. Swell–compression characteristics of a fiber–reinforced expansive soil. Geotextiles and Geomembranes, v. 46, n. 2, p. 183-189, 2018. doi:10.1016/j.geotexmem.2017.11.009.

SULTAN ALMUAYTHIR, M. F. A. Expansive soil remediation using cement kiln dust as stabilizer. Case Studies in Construction Materials, v. 18, p. e01983, July 2023.

WALEED, A. M. O. Effectiveness of fresh cement kiln dust as a soil stabilizer and stabilization mechanism of high swelling clays. Environmental Earth Sciences, v. 80, p. 283, 2021. https://doi.org/10.1007/s12665-021-09589-4.

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Published

2024-05-14

How to Cite

Zemouli, S., Gouider, N., Melais Fatma, Z., & Wissem, I. (2024). Cement kiln dust and polypropylene fiber in expansive clay improvement. STUDIES IN ENGINEERING AND EXACT SCIENCES, 5(1), 1771–1792. https://doi.org/10.54021/seesv5n1-089