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Yıl 2023, Cilt: 8 Sayı: 4, 319 - 343, 19.12.2023
https://doi.org/10.47481/jscmt.1343552

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A Comprehensive Review on Methods, Agents and Durability Factors for Stabilization of Expansive Soils

Yıl 2023, Cilt: 8 Sayı: 4, 319 - 343, 19.12.2023
https://doi.org/10.47481/jscmt.1343552

Öz

Expansive soils cover a huge portion of the total land area in the world. They absorb water and expand, then shrink when they dry out. The volume change exerts pressure on engineering structures causing deformations, cracks, and movement of walls. This has a detrimental ef- fect on serviceability and reduces the service life of structures constructed on expansive soil. Therefore, stabilizing expansive soil is important to lessen the negative characteristics of the soil and improve its general toughness and durability. This paper provides an overview of the methods of soil stabilization, stabilizing agents, testing of stabilized soil, and factors that have an impact on the durability of stabilized soil. The most common stabilizing agents which in- clude lime and Ordinary Portland Cement (OPC) are studied. In addition, eco-friendly stabi- lizers like calcium chloride, sodium chloride, and modern stabilizers like geopolymers, zeo- lites, and nanomaterials are thoroughly discussed in the paper and potential areas for further research are also recommended. The study shows that the type and amount of stabilizer used, as well as the method of soil stabilization employed determines the extent of soil improvement.

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  • Agrela, F., Caballero, Á., Cabrera, M., Cuenca-Moyano, G. M., Diaz-López, J. L., Marcobal, J. R., & Rosales, J. (2020) Use of nanomaterials in the stabilization of expansive soils into a road real-scale application. Mater, 13, 30-58.
  • Chandan, K., Naval, S., & Sharma, D. (2017, April 22-23). Stabilization of expansive soil using nanomaterials. International Interdisciplinary Conference on Science, Technology & Engineering, Singapore.
  • Fu, Y., & Shang, Y. (2018). Experimental study of the mechanical properties of expansive soil with added nanomaterials. Arabian J Geosci, 11, 1-14.
  • Choobbasti, A. J., Kutanaei, S. S., & Samakoosh, M. A. (2019). Mechanical properties of soil stabilized with nano calcium carbonate and reinforced with carpet waste fibers. Constr Build Mater, 211, 1094-1104.
  • Ali, S., James, J., Madhu, T. R., & Sivapriya, S. V. (2021). Wetting and drying resistance of lime-stabilized expansive soils modified with nano-alumina. Electron J Fac Civ Eng, 12, 70-80.
  • Correia, A. A. S., & Rasteiro, M. G. (2016). Nanotechnology Applied to Chemical Soil Stabilization. Procedia Eng, 143, 1252-1259.
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  • Cyr, M., Frouin, L., Patapy, C., Wattez, T., & Waligora, J. (2021). Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification. Transp Geotech, 26, 1-28.
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  • Abdul Karim, A. T., Ling, F. N. L., & Kassim, K. A. (2013). Stabilization of artificial organic soil at room temperature using blended lime zeolite. Adv Mater Res, 723, 985-992.
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  • Abdi, E., Amiri, G. Z., Babapour, S., & Majnounian, B. (2018). How does organic matter affect the physical and mechanical properties of forest soil? J Forest Res, 29, 657-662.
  • Pradeep, G., Karthik, K., & Vinu, T. (2015). Effect of organic matter on the geotechnical properties of soil and impact of lime-salt stabilization in strength improvement of organic soil. Int J Eng Res Technol, 3, 1-6.
  • Gui, Y., Wang, J., & Zhang, Q. (2021). Influence of organic matter content on engineering properties of clays. Adv Civ Eng, 2021, 6654121.
  • Wanatowski, D. (2013). Effect of humic acid on microstructure of lime-treated organic clay. Int J Eng Res Technol, 2, 1827-1833.
  • Di Emidio, G., & Verástegui-Flores, R. D. (2014). Impact of sulfate attack on mechanical properties and hydraulic conductivity of a cement-admixed clay. Appl Clay Sci, 101, 490-496.
  • Jha, A. K. (2021). Physical and geotechnical perspectives of gypsum on lime stabilized expansive soil: a critical appraisal. IOP Conference Series: Earth and Environ Sci, 796(1), 012064.
  • Gadouri, H., Ghrici, M., & Harichane, K. (2017). Effects of Na2SO4 on the geotechnical properties of clayey soils stabilized with mineral additives. Int J Geotech Eng, 11, 500-512.
  • Huang, Z., Jiang, X., Yin, C., & Zhang, W. (2018). Effects of initial water content on microstructure and mechanical properties of lean clay soil stabilized by compound calcium-based stabilizer. Mater, 11, 1933.
  • Dahunsi, B. I. O. (2017). Effects of natural moisture content on selected engineering properties of soils. Transnational J Sci Technol, 2, 29-47.
  • Backiam, M. T. (2019). Effect of moisture content on shear strength of the stabilized soil, 8, 183-186.
  • Nirwanto, A. F. & Widjaja, B. (2019). Effect of various temperatures on liquid limit, plastic limit, and plasticity index of clays. IOP Conference Series: Mater Sci Eng, 508(1), 012099.
  • Baucom, I. K., Cetin, B., Daniels, J. L., & Zhang, Y. (2020). Effect of temperature on pH, conductivity, and strength of lime-stabilized soil. J Mater Civ Eng, 32, 04019380.
  • Attah, I. C., & Etim, R. K. (2020). Experimental investigation on the effects of elevated temperature on geotechnical behavior of tropical residual soils. SN Appl Sci, 2, 1-16.
  • Gholampoor, N., & Khomeini, I. (2015). The effect of wetting-drying cycles and plasticity index on california bearing ratio of lime stabilized clays. Department Civ Eng, 9, 2817-2840.
  • Consoli, N. C., Cristelo, N. Scheuermann Filho, H. C., & Segadães, L. (2019). Effect of wet-dry cycles on the durability, strength, and stiffness of granite residual soil stabilized with portland cement. https://www.issmge.org/uploads/publications/51/75/0686-ecsmge-2019_Consoli.pdf
  • Li, T., Kong, L., & Liu, B. (2020). The California bearing ratio and pore structure characteristics of weakly expansive soil in frozen areas. Appl Sci, 10(21), 1-22.
  • Dagig, Y., Moayed, R. Z., & Pourhadi, B. (2013). Effect of wetting- drying cycles on CBR values of silty subgrade soil of Karaj railway. https://www.researchgate.net/publication/287119359_Effect_of_wetting-drying_cycles_on_CBR_values_of_silty_subgrade_soil_of_Karaj_railway
  • James, J., & Pandian, P. K. (2016). Industrial wastes as auxiliary additives to cement/lime stabilization of soils. Adv Civ Eng, 2016, 1267391.
  • Chinkulkijniwat, A., Horpibulsuk, S., Kampala, A., & Prongmanee, N. (2014). Influence of wet-dry cycles on compressive strength of calcium carbide residue–fly ash stabilized clay. J Mater Civ Eng, 26, 633-643.
  • National Institutes of Health. (2019). The freeze-thaw cycle in concrete and brick assemblies. Division of Technical Resources, 84.
  • Camuffo, D. (2019). Physics of drop formation and micropore condensation. Microclimate for Cultural Heritage. Elsevier Science.
  • Huang, M., Jiang, J., Tang, B., & Wang, H. (2020). Experimental study on freeze-thaw cycle duration of saturated tuff. Adv Civ Eng, 2020.
  • de Jesús Arrieta Baldovino, J., dos Santos Izzo, R. L., & Rose, J. L. (2021). Effects of freeze–thaw cycles and porosity/cement index on durability, strength and capillary rise of a stabilized silty soil under optimal compaction conditions. Geotech Geol Eng, 39, 481-498.
  • Cui, Y. J., Ferber, V., Herrier, G., Nguyen, T. T. H., Ozturk, T., Plier, F., Puiatti, D., & Salager, A. M. (2019). Effect of freeze-thaw cycles on mechanical strength of lime-treated fine-grained soils. Transp Geotech, 21, 10281.
  • Dhandapani, Y., Gettu, R., Pillai, R. G., Sakthivel, T., & Santhanam, M. (2018). Mechanical properties and durability performance of concretes with limestone calcined clay cement (LC3). Cem Concr Res, 107, 136-151.
  • Amadi, A. A., & Osu, A. S. (2018). Effect of curing time on strength development in black cotton soil – quarry fines composite stabilized with cement kiln dust (CKD). J King Saud Univ Eng Sci, 30, 305-312.
  • Athanasopoulou, A. (2016). The role of curing period on the engineering characteristics of a cement-stabilized soil. Romanian J Transp Infrastruct, 5, 38-52.
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  • Alotaibi, M. F., Elhassan, A. A. M., Elnaim, B. M. E., Jendoubi, A., Mnzool, M., & Smaoui, H. (2023). Effect of clay mineral content on soil strength parameters. Alexandria Eng J, 63, 475-485.
  • Chittoori, S., Pedarla, A., & Puppala, A. (2011). Influence of mineralogy and plasticity index on the stabilization effectiveness of expansive clays. Transp Res Rec, 2212(1), 91-99.
  • Mohanty, B., Rao, B. H., Reddy, K. R., & Reddy, P. S. (2021). Combined effect of mineralogical and chemical parameters on swelling behavior of expansive soils. Sci Reports, 11, 1-20.
  • Arnepalli, D. N., & Cherian, C. (2015). A critical appraisal of the role of clay mineralogy in lime stabilization. Int J Geosynth Ground Eng, 1, 1-20.
  • Abdilor, Y., Babazadeh, R., & Ghobadi, M. H. (2013). Stabilization of clay soils using lime and effect of pH variations on shear strength parameters. Bull Eng Geol Environ, 73, 611-619.
  • Ho, L. S., Morioka, M., Nakarai, K., Ogawa, Y., & Sasaki, T. (2017). Strength development of cement-treated soils: Effects of water content, carbonation, and pozzolanic reaction under drying curing condition. Construct Build Mater, 134, 703-712.
  • Bozbey, İ., Demir, B., Komut, M., Mert, A., & Saglik, A. (2016). Importance of soil pulverization level in lime-stabilized soil performance. Procedia Eng, 142, 642-649.
  • Demide, N. I., Esan, O. A., & Yinka, A. W. (2015). Effect of maximum particle size on compressive strength of cement-stabilized compressed earth blocks. Asian J Eng Technol, 3, 91-100.
  • Adeleke, B., Kinuthia, J., & Oti, J. (2020). Strength and swell performance of high-sulfate kaolinite clay soil. Sustainability, 12, 1-14.
  • Chittoori, B.C.S., Gaily, A.H., Harris, P. Puppala, A. J., & Talluri, N. (2013). Stabilization of high-sulfate soils by extended mellowing. J Transp Res Board, 2363, 96-104.
  • Altun, S., Kalıpcılar, İ., Mardani-Aghabaglou, A., Sezer, A. & Sezer, G.İ. (2016). Assessment of the effect of sulfate attack on cement stabilized montmorillonite. Geomech Eng, 10, 807-826.
  • Celik, E., & Nalbantoglu, Z. (2013). Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils. Eng Geol, 163, 20-25.
  • Abedi, M., Jahandari, S., Heidaripanah, A., Shabjareh, S.S., & Soltani, F. (2015). Laboratory study of the effect of temperature on strength and strain-stress curve of lime-stabilized soil. Bull Environ Pharm Life Sci, 4, 376-381.
  • Beriha, B., Biswal, D. R., & Sahoo, U.C. (2019). Effect of wet-dry cycles on mechanical strength properties of cement stabilized granular lateritic soil. In Amer, M., & Shehata, H. (Editors), Sustainable Civil Infrastructures (pp. 112-121). Springer.
  • Mustapha, A., Nabil, M., & Rios, S. (2020). Impact of wetting - drying cycles on the mechanical properties of lime-stabilized soils. Int J Pavement Res Technol, 13, 83-92.
  • Soǧancı, A. S., & Yıldız, M. (2012). Effect of freezing and thawing on strength and permeability of lime-stabilized clays. Sci Iran, 19, 1013-1017.
  • Ding, M., Lin, B., Ling, X., & Zhang, F. (2018). Effects of freeze-thaw cycles on mechanical properties of polypropylene fiber and cement stabilized clay. Cold Reg Sci Technol, 154, 155-165.
Toplam 199 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Malzeme Mühendisliği (Diğer)
Bölüm Review Articles
Yazarlar

Loyford Muchuı Mugambı

Julius Ratumo Toerı

Ismael Kınotı 0000-0001-6346-3772

Kidist Dereje Bedada Bu kişi benim

Joseph Mwıtı Marangu Bu kişi benim

Erken Görünüm Tarihi 19 Aralık 2023
Yayımlanma Tarihi 19 Aralık 2023
Gönderilme Tarihi 15 Ağustos 2023
Kabul Tarihi 12 Ekim 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 8 Sayı: 4

Kaynak Göster

APA Muchuı Mugambı, L., Ratumo Toerı, J., Kınotı, I., Dereje Bedada, K., vd. (2023). A Comprehensive Review on Methods, Agents and Durability Factors for Stabilization of Expansive Soils. Journal of Sustainable Construction Materials and Technologies, 8(4), 319-343. https://doi.org/10.47481/jscmt.1343552

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