Stabilization of Expansive Soils Using Slag cement
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Abstract
The expansive nature of certain soil types poses severe and potential risks in the field of geotechnical engineering because of their propensity to swell and retain water. This often results in the detrimental structural damage of pavements, retention systems, and even the foundations of the systems themselves. In the last several decades, the use of soil stabilization to minimize the negative aspects of expansive soils has gained prominence. The use of conventional binders like lime, fly-ash, and cement has been predominant due to the staggering improvement in compressibility, shear strength, and bearing capacity of the stabilized soil. However, the more concerning issues caused by these materials in sulfate-rich conditions and the CO2 emissions have motivated the world to research and find more sustainable options. GGBS (Ground Granulated Blast-furnace Slag) was the first stabilizer to be truly ‘green’, and it has surpassed all other stabilizers, be it lime, cement, or any other blended additive, in performance. GGBS has fantastic performance. There has been an increase in research on sulfate attack and heave, and the reason is clear. Its stabilizing properties as a CSH (Calcium Silicate Hydrate) and ettringite, durable and sustainable, are admirable. The incorporation of strategic hybrid binders or nanomaterials has further advanced microstructural soil engineering.
This review integrates the most recent and pertinent advances in the field of expansive soil stabilization. It evaluates the mechanisms, effectiveness and the drawbacks of lime, cement and slag systems. The systems are further evaluated and compared on the basis of their engineering values and environmental costs. The lime, cement, and slag systems will be compared in engineering values and the environmental costs. The works then highlight the gaps in the field and suggest areas for further research, in particular the improvement of slag-based binders and the use of nanotechnology for treating expansive soil.
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References
J. D. Nelson and D. J. Miller, Expansive Soils: Problems and Practice in Foundation and Pavement Engineering. New York, NY, USA: John Wiley & Sons, 1992.
A. A. Al-Rawas, A. W. Hago, and H. Al-Sarmi, “Effect of lime, cement and chemicals on the properties of expansive soils for road subgrade in Oman,” Construction and Building Materials, vol. 19, no. 6, pp. 449–453, 2005, doi: 10.1016/j.conbuildmat.2004.08.001.
L. Yu, W. Chen, and B. Zhang, “Effect of clay minerals on swelling behavior of expansive soils,” Advances in Civil Engineering, vol. 2018, pp. 1–9, 2018, doi: 10.1155/2018/4095847.
A. Alnmr and R. P. Ray, “Review of the effect of sand on the behavior of expansive clayey soils,” ResearchGate, 2021. [Online]. Available: https://www.researchgate.net/publication/351567472
A. K. Mishra and B. M. Das, “Swelling and shrinkage behavior of expansive soils stabilized with fly ash and lime,” Geotechnical and Geological Engineering, vol. 31, no. 1, pp. 103–112, 2013.
A. W. Al-Khafaji, “Case study on structural distress due to expansive soil in residential buildings in Iraq,” Iraqi Journal of Civil Engineering, vol. 14, no. 1, pp. 27–35, 2020.
P. Sherwood, Soil Stabilization with Cement and Lime: State-of-the-Art Review. Wokingham, U.K.: Transport Research Laboratory, 1993.
B. Tiwari et al., “Microstructure and strength behaviour of stabilized expansive soils,” Journal of Materials in Civil Engineering, 2020.
M. Al-Mukhtar, S. Khattab, and J. F. Alcover, “Microstructure and geotechnical properties of lime-treated expansive soil,” Engineering Geology, vol. 139, pp. 17–27, 2012, doi: 10.1016/j.enggeo.2012.04.004.
R. M. Nidzam and J. M. Kinuthia, “Sustainable soil stabilisation with blastfurnace slag—A review,” Proceedings of the Institution of Civil Engineers – Construction Materials, vol. 163, no. 3, pp. 157–165, 2010, doi: 10.1680/coma.2010.163.3.157.
A. B. Cerato, G. Miller, M. Elwood-Madden, A. Adams, and M. C. Varnier, Calcium-Based Stabilizer Induced Heave in Oklahoma Sulfate-Bearing Soils, FHWA-OK-10-08, Oklahoma Department of Transportation, 2011.
S. K. Dash and M. Hussain, “Lime stabilization of soils: Reappraisal,” Journal of Materials in Civil Engineering, vol. 24, no. 6, pp. 707–714, 2012.
E. Celik and Z. Nalbantoglu, “Effects of ground granulated blast-furnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils,” Engineering Geology, vol. 163, pp. 20–25, 2013, doi: 10.1016/j.enggeo.2013.05.016.
K. V. N. S. Raviteja, B. Umashankar, K. Ramu, and R. Dayakar Babu, “Bearing capacity of a strip footing resting on treated and untreated soils,” in Proc. Indian Geotechnical Conf. (IGC 2014), Kakinada, India, Dec. 2014. [Online]. Available: https://core.ac.uk/display/38679199
A. I. Ahmed and A. B. Saka, “Improvement of expansive soil properties using industrial waste materials: A finite element study,” International Journal of Engineering Research and Applications, vol. 4, no. 12, pp. 45–54, 2014.
Y. Yi, L. Gu, and S. Liu, “Microstructural and mechanical properties of marine soft clay stabilized by lime-activated ground granulated blast furnace slag,” Applied Clay Science, vol. 103, pp. 71–76, 2015, doi: 10.1016/j.clay.2014.11.005.
M. Keramatikerman, A. Chegenizadeh, and H. Nikraz, “Effect of GGBFS and lime binders on the engineering properties of clay,” Applied Clay Science, vols. 132–133, pp. 722–730, 2016, doi: 10.1016/j.clay.2016.08.029.
S. Kharade, A. W. Al-Khafaji, and S. K. Shukla, “Performance evaluation of expansive soil stabilized with GGBS under cyclic wetting and drying,” Geomechanics and Engineering, vol. 13, no. 3, pp. 437–450, 2017, doi: 10.12989/gae.2017.13.3.437.
M. Mahedi, B. Cetin, and D. J. White, “Performance evaluation of cement and slag stabilized expansive soils,” Transportation Research Record, vol. 2672, no. 52, pp. 164–173, 2018, doi: 10.1177/0361198118757439.
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary. Farmington Hills, MI, USA: American Concrete Institute, 2019.
A. A. Khalil, A. J. Al-Heety, and S. A. Al-Soudani, “Effect of lime stabilization on the behavior of expansive clay soils,” Tikrit Journal of Engineering Sciences, vol. 26, no. 2, pp. 45–56, 2019.
K. V. N. S. Raviteja, B. Umashankar, K. Ramu, and R. Dayakar Babu, “Bearing capacity of a strip footing resting on treated and untreated soils,” in Proc. Indian Geotechnical Conf. (IGC 2014), Kakinada, India, Dec. 18–20, 2014.
R. S. Sharma, P. V. Sivapullaiah, and A. Sridharan, “Strength and behavior of cement-stabilized expansive clay reinforced with fly ash,” International Journal of Geotechnical Engineering, vol. 9, no. 3, pp. 210–220, 2015.
S. Wild, J. M. Kinuthia, R. B. Robinson, and I. Humphreys, “Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulfate,” Clay Minerals, vol. 31, no. 3, pp. 423–433, 1996.
H. Al-Dakheeli, R. Bulut, G. S. Garland, and C. R. Clarke, “Utilization of blast-furnace slag as a standalone stabilizer for high sulfate-bearing soils,” Journal of Materials in Civil Engineering, vol. 33, no. 10, Art. no. 04021257, 2021, doi: 10.1061/(ASCE)MT.1943-5533.0003880.
R. M. Nidzam and J. M. Kinuthia, “Sustainable soil stabilisation with blastfurnace slag—A review,” Proceedings of the Institution of Civil Engineers – Construction Materials, vol. 163, no. 3, pp. 157–165, 2010, doi: 10.1680/coma.2010.163.3.157.
K. J. Osinubi and A. O. Eberemu, “Effect of blast furnace slag on the swelling characteristics of black cotton soil,” Geotechnical and Geological Engineering, vol. 28, no. 1, pp. 129–136, 2010.
F. Celik and Z. Nalbantoglu, “Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized sulfate-bearing soils,” Engineering Geology, vol. 163, pp. 20–26, 2013.
D. Higgins, Soil Stabilisation with Ground Granulated Blastfurnace Slag. Leicester, U.K.: UK Slag Association, 2007.
D. N. Little and S. Nair, Recommended Practice for Stabilization of Subgrade Soils and Base Materials. Washington, DC, USA: National Cooperative Highway Research Program (NCHRP), 200