Experimental Study on Using Cement Kiln Dust and Plastic Bottle Waste to Improve the Geotechnical Characteristics of Expansive Soils in Sulaimani City, Northern Iraq

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Published: 2022-04-01
DOI: https://doi.org/10.31026/j.eng.2022.04.02

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Nihad bahaaldeen salih
Department of Water Resources, College of Engineering, University of Sulaimani, Northern Iraq
Kamal Ahmed Rashed
Department of Civil Engineering, College of Engineering, University of Sulaimani, Northern Iraq
Karmand Abdulwahab
Former Master Student, Department of Civil Engineering, College of Engineering, University of Sulaimani, Northern Iraq,

Abstract

In this study, stabilization of expansive soils using waste materials namely; Cement Kiln Dust (CKD), and waste plastic bottles (WPB) was experimentally investigated. Using CKD and WPB are exponentially increasing day by day, due to their capability to solve both environmental and geotechnical problems successfully. Expansive soils were collected from locations with a wide range of plasticity index (PI) (15 - 27) and liquid limit (LL) (35% - 64%). Stabilizer percentages were varied from 0% to 20%, and curing durations for CKD cases were 7 and 28 days. Results showed the best percentages of CKD and WPB are 12% of each one respectively. LL, plastic limit (PL), and swelling percent (SP) loss were observed, which are 46%, 55%, and 96% respectively, and a CBR increase that is 98% with the addition of a mixture of both CKD and WPB was obtained. The best percentage of the utilized stabilization materials are the mixture of 12% CKD and 12% WPB after 28 days curing.

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Vol. 28 No. 4 (2022): Journal of Engineering

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Articles
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This work is licensed under a Creative Commons Attribution 4.0 International License.

 
 

How to Cite

“Experimental Study on Using Cement Kiln Dust and Plastic Bottle Waste to Improve the Geotechnical Characteristics of Expansive Soils in Sulaimani City, Northern Iraq” (2022) Journal of Engineering, 28(4), pp. 20–38. doi:10.31026/j.eng.2022.04.02.

References

• Abdalqadir, Z. K., and Salih, N. B., 2020. An Experimental Study on Stabilization of Expansive Soil Using Steel Slag and Crushed Limestone. Sulaimani Journal for Engineering Sciences, 7(1), 37-48.

• Abdalqadir, Z. K., Salih, N. B., and Salih, S. J., 2021. The improvement of the geotechnical properties of low-plasticity clay (CL) using steel slag in Sulaimani City/Iraq. Geomechanics and Geoengineering, An International Journal. Available at: <https://doi.org/10.1080/17486025.2021.1903087>.

• Abdalqadir, Z. K., Salih N. B., and Salih S. J. H. (2020). Using Steel Slag for Stabilizing Clayey Soil in Sulaimani City-Iraq. Journal of Engineering, 7(26), 145-157.

• Al-Omari, R. R., Fattah, M. Y., and Ali, H. A., 2016. Treatment of Soil Swelling Using Geogrid Reinforced Columns, Italian Journal of Geosciences, 135 (1), 83-94. Available at: <10.3301/IJG.2014.54>.

• Al-Rawas, A. A., and Goosen, M. F., (Eds.) 2006. Expansive Soils: Recent Advances in Characterization and Treatment. Taylor & Francis.

• ASTM C 356-10, 2010. Standard Test Method for Linear Shrinkage of Preformed High-Temperature Thermal Insulation Subjected to Soaking Heat. ASTM International, West Conshohocken, PA, USA.

• ASTM D1557-12, 2012. Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM International, West Conshohocken, PA, USA.

• ASTM D1883-16, 2007. Standard test methods for CBR (California Bearing Ratio) of Laboratory Compacted Soils. ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D1883-16, 2007.

• ASTM D4318-14, 2014. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA, USA.

• ASTM D4546-14, 2014. Standard Test Methods for One-Dimensional Swell or Collapse of Soils. ASTM International, West Conshohocken, PA, USA.

• ASTM D854-14, 2014. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM International, West Conshohocken, PA, USA.

• Collins, R. J., and Emery, J. J., 1983. Kiln Dust-Fly Ash Systems for Highway Bases and Subbases. Report No. FHWA/RD-82/167, Federal Highway Administration, Washington, DC.

• EPA, 1993. Report to Congress on Cement Kiln Dust. U.S. Environmental Protection Agency, No. EPA 530-R-94-001.

• Fattah, M. Y., Nareeman, B. J., and Salman, F. A., 2011. A Treatment of Expansive Soil Using Different Additives, Acta Montanistica Slovaca, Ročník 15, Vol. 4, pp. 314-321. Available at: <http://actamont.tuke.sk/ams 2010.html>.

• Fauzi, A., Djauhari, Z., and Fauzi, U. J., 2016. Soil Engineering Properties Improvement by Utilization of Cut Waste Plastic and Crushed Waste Glass as Additive, International Journal of Engineering and Technology, 8(1), 15-18.

• Gowtham S., Naveenkumar A., Ranjithkumar R., Vijayakumar P., and Sivaraja M. (2018). Stabilization of Clay Soil by Using Glass and Plastic Waste Powder, International Journal of Engineering and Techniques, 4(2), 146-150.

• Gowthami, D., and Sumathi, R., 2017. Expansive Soil Stabilization using Plastic Fiber Waste Polypropylene, International Journal of Latest Research in Engineering and Technology (IJLRET), 3(7), 24-30.

• Gupta S., Pandey, M. K., and Srivastava, R. K., 2015. Evaluation of Cement Kiln Dust Stabilized Heavy Metals Contaminated Expansive Soil–A Laboratory Study, European Journal of Advances in Engineering and Technology, 2(6), 37-42.

• Irshayyid, E. J., and Fattah, M. Y., 2019. The Performance of Shear Strength and Volume Changes of Expansive Soils Utilizing Different Additives, 2nd International Conference on Sustainable Engineering Techniques (ICSET 2019), IOP Conf. Series: Materials Science and Engineering, 518, 022043. Available at: <10.1088/1757-899X/518/2/0220431>.

• Khursheed, S. H., 2003. Study of Swell-Shrink potential of Soils in Sulaimani Governorate and its Surrounding. MSc. College of Agriculture, University of Sulaimani, Iraq.

• Masood, G. G., Mohammed, H. A., Afaj, H. A. H., and Fattah, M. Y., 2021. Behavior of Flexible Pavement on Swelling Subgrade Soil Reinforced with Geogrid, Archives of Civil Engineering. Available at: <10.24425/ace.2021.138507>.

• Moses, G. K., and Saminu, A., 2012. Cement Kiln Dust Stabilization of Compacted Black Cotton Soil, Electronic Journal of Geotechnical Engineering, 17, 825-836.

• Patil, A., Waghere, G., Inamdar, N., Gavali, P., Dhore, R., and Shah, S., 2016. Experimental Review for Utilisation of Waste Plastic Bottles in Soil Improvement Techniques, International Journal of Engineering Research, 290-292

• Rao, P. K., Kumar, K. S., and Blessingstone, T. (2012). Performance of recron-3s fiber with cement kiln dust in expansive soils, International Journal of Engineering Science and Technology (IJEST), 4(4), 1361-1366.