بررسی تأثیر آهک بر روی خصوصیات تورمی خاک جاده‌های جنگلی

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[8] Okonkwo, U.N., & Kennedy, C. (2023). The Effectiveness of Cement and Lime as Stabilizers for Subgrade Soils with High Plasticity and Swelling Potential. Saudi Journal of Civil Engineering, 7(3), 40-60.

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[11] Guney, Y., Sari, D., Cetin, M., & Tuncan, M. (2007). Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil. Building and Environment, 42(2), 681-688.

[12] Thyagaraj, T., Rao, S.M., Sai Suresh, P., & Salini, U. (2012). Laboratory studies on stabilization of an expansive soil by lime precipitation technique. Journal of Materials in Civil Engineering, 24(8), 1067-1075.

[13] Majnounian, P., & Sadeghi, B. (2004). Determination of the Optimum Percentage of Lime for Stabilization and Amendment of Soil in Forest Roads, Seri Namkhaneh, Kheyroudkenar Forest. Iranian Journal of Natural Resources, 57(4), 663-673. (In Persian)

[14] Majnounian, P., Jamshidi Kohsari, A., Zahedi Amiri, G., & Hosseini, S.A. (2008). Investigation of Soil Mechanical Capability in Under-Construction Forest Roads for Practical Applications. Iranian Journal of Natural Resources, 61, 123-132 (In Persian)

[15] Mohammadi, S.D., Nikoodel, M.R., & Golestani, A. (2012). Assessment of the Efficiency of Quicklime and Slaked Lime for Soil Improvement in Forests Containing Organic Materials. Iranian Journal of Geotechnical Engineering, 5(1), 67-78. (In Persian)

[16] Keybondori, S., & Abdi, E. (2021). Lime stabilization to improve clay-textured forest soil road subgrades. International Journal of Forest Engineering, 32(2), 112-118.

[17] Rocha, G.S., de Carvalho Silva, C. H., Pitanga, H.N., de Mendonça, E.P.S., de Lima, D.C., & da Corte, G.D. (2020). Effect of lime on the mechanical response of a soil for use in unpaved forest roads. Acta Scientiarum. Technology, 42. 10.4025/actascitechnol.v42i1.44764

[18] Eroglu, H., Hulusi Acar, H., Ucuncu, O., & Imamoglu, S. (2006). Soil stabilization of forest roads sub-base using lime mud waste from the chemical recovery process in alkaline pulp mill. Journal of Applied Sciences, 6(5), 1199-1203.

[19] ASTM D42-63. (2007). Test method for particle-size analysis of soils. 8 p.

[20] Amadi, A. Okeiyi, A. (2017). Use of quick and hydrated lime in stabilization of lateritic soil: comparative analysis of laboratory data. International Journal of Geo-Engineering, 8, 1-13.

[21] Saeed, K. A. H., Kassim, K.A., Yunus, N.Z.M., & Nur, H. (2013). Characterization of hydrated lime-stabilized brown kaolin clay. International Journal of Engineering Research & Technology, 2(11), 3722-3727.

[22] Kiliç, R., Küçükali, Ö., & Ulamiş, K. (2016). Stabilization of high plasticity clay with lime and gypsum (Ankara, Turkey). Bulletin of Engineering Geology and the Environment, 75, 735-744.

[23] Al-Rawas, A.A., Hago, A.W., & Al-Sarmi, H. (2005). Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment, 40(5), 681-687.

[24] Yilmaz, I., & Civelekoglu, B. (2009). Gypsum: an additive for stabilization of swelling clay soils. Applied Clay Science, 44(1-2), 166-172.

[25] Phanikumar, B.R. (2009). Effect of lime and fly ash on swell, consolidation and shear strength characteristics of expansive clays: a comparative study. Geomechanics and Geoengineering: An International Journal, 4(2), 175-181.

[26] Beetham, P., Dijkstra, T., Dixon, N., Fleming, P., Hutchison, R., & Bateman, J. (2015). Lime stabilisation for earthworks: a UK perspective. Proceedings of the Institution of Civil Engineers: Ground Improvement 168(2), 81-95.

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