ارزیابی اثر سرباره کوره ذوب‌آهن (GGBS) و GGBS فعال‌شده در بهسازی خاک رس CL آلوده به گلیسرول

Abu-Farsakh, M., Dhakal, S., & Chen, Q. (2015). Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading. Soils and Foundations, 55(3), 504–516.

Acar, Y. B., Olivieri, I., Quigley, R. M., Fernandez, F., Izdebska-Mucha, D., Trzcińsk, J., Żbik, M. S., Frost, R. L., & Trzciński, J. (1991). Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay. Clay Minerals, 46(1), 47–58.

Akinwumi, I. (2014). Soil modification by the application of steel slag. Periodica Polytechnica Civil Engineering, 58(4), 371–377.

Al-Sanad, H. A., & Ismael, N. F. (1997). Aging effects on oil-contaminated Kuwaiti sand. Journal of Geotechnical and Geoenvironmental Engineering, 123(3), 290–293.

Calabrese, E. J., Kostecki, P. T., & Dragun, J. (2006). Contaminated Soils, Sediments and Water Volume 10: Successes and Challenges (Vol. 10). Springer Science & Business Media.

Estabragh, A. R., Ghayamara, F., Soltanian, M. R., & Babalar, M. (2022). Effect of ageing on the properties of a clay soil contaminated with glycerol. Geomechanics and Geoengineering, 17(2), 586–597.

Estabragh, A. R., Jahani, A., Javadi, A. A., & Babalar, M. (2022). Assessment of different agents for stabilisation of a clay soil. International Journal of Pavement Engineering, 23(2), 160–170.

Estabragh, A. R., Khajepour, H., Javadi, A. A., & Amini, M. (2022). Effect of forced carbonation on the behaviour of a magnesia-stabilised clay soil. International Journal of Pavement Engineering, 23(5), 1691–1705.

Estabragh, A. R., Khatibi, M., & Javadi, A. A. (2016). Effect of cement on treatment of a clay soil contaminated with glycerol. Journal of Materials in Civil Engineering, 28(4), 4015157.

Estabragh, A. R., Kholoosi, M., Ghaziani, F., & Javadi, A. A. (2018). Mechanical and leaching behavior of a stabilized and solidified anthracene-contaminated soil. Journal of Environmental Engineering, 144(2), 4017098.

Fang, H.-Y. (1986). Environmental geotechnology. Envo Publishing Co., Inc., Bethlehem, PA.

Fine, P., Graber, E. R., & Yaron, B. (1997). Soil interactions with petroleum hydrocarbons: abiotic processes. Soil Technology, 10(2), 133–153.

Häkkinen, T. (1993). The influence of slag content on the microstructure, permeability and mechanical properties of concrete Part 1 Microstructural studies and basic mechanical properties. Cement and Concrete Research, 23(2), 407–421.

Harrison, R. M. (2006). An introduction to pollution science.

Izdebska-Mucha, D., Trzcińsk, J., Żbik, M. S., & Frost, R. L. (2011). Influence of hydrocarbon contamination on clay soil microstructure. Clay Minerals, 46(1), 47–58.

jahani,  amir, Raeesi Estabragh, A., khajepour,  hossein, & Amini, M. (2022). Comparison of the effect of Cement, Ground Granulated Blast Furnace Slag (GGBS), and activated GGBS on  stabilization of a clay soil. Ferdowsi Civil Engineering, 35(3), 89–106. https://doi.org/10.22067/jfcei.2022.74908.1115. (In Persian)

Jahani, M., Moradi, S., & Shahnoori, S. (2023). 4-year monitoring of degradation mechanisms of seawater sea-sand concrete exposed to tidal conditions: development of chemical composition and micro-performance. Construction and Building Materials, 409, 133475. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2023.133475

Jahani, M., Shahnoori, S., Moradi, S., & Ershadi, C. (2022). Cleaner Production Towards a Green Concrete: Multi-scale Experimental Study on Long-term Performance of a Sustainable Modified-SWSSC. American Journal of Construction and Building Materials, 6(1), 43–59.

Jahani, M., Shahnoori, S., Moradi, S., Yazdani, M., & Ershadi, C. (2023). Effect of Tidal conditions, Supplementary Cementitious Materials and Marine’s Materials on Some of Concrete Durability Parameters. Ferdowsi Civil Engineering, 36(3), 63–82. https://doi.org/10.22067/jfcei.2023.83067.1239. (In Persian)

Jegandan, S., Liska, M., Osman, A. A. M., & Al-Tabbaa, A. (2010). Sustainable binders for soil stabilisation. Proceedings of the Institution of Civil Engineers-Ground Improvement, 163(1), 53–61.

Jin, F., Gu, K., & Al-Tabbaa, A. (2015). Strength and hydration properties of reactive MgO-activated ground granulated blastfurnace slag paste. Cement and Concrete Composites, 57, 8–16.

Kabata-Pendias, A. (2000). Trace elements in soils and plants. CRC press.

Kermani, M., & Ebadi, T. (2012). The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil and Sediment Contamination: An International Journal, 21(5), 655–671.

Kezdi, A. (1967). STABILIZED EARTH ROADS (IN HUNGARIAN).

Khamehchiyan, M., Charkhabi, A. H., & Tajik, M. (2007). Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Engineering Geology, 89(3–4), 220–229.

Khosravi, E., Ghasemzadeh, H., Sabour, M. R., & Yazdani, H. (2013). Geotechnical properties of gas oil-contaminated kaolinite. Engineering Geology, 166, 11–16.

Kinuthia, J. M. (1997). Property changes and mechanisms in lime-stabilised kaolinite in the presence of metal sulphates. University of South Wales (United Kingdom).

Little, D. N., & Nair, S. (2009). Recommended practice for stabilization for sulfate rich subgrade soils. National Highway Cooperative Research Program, Transportation Research Board ….

Montanarella, L., Badraoui, M., Chude, V., Baptista Costa, I. D. S., Mamo, T., Yemefack, M., Singh Aulakh, M., Yagi, K., Young Hong, S., & Vijarnsorn, P. (2015). Status of the world’s soil resources Main Report.

Nidzam, R. M., & Kinuthia, J. M. (2010). Sustainable soil stabilisation with blastfurnace slag–a review. Proceedings of the Institution of Civil Engineers-Construction Materials, 163(3), 157–165.

Pascucci, S. (2011). Soil Contamination. BoD–Books on Demand.

Rajabi, H., & Sharifipour, M. (2017). An experimental characterization of shear wave velocity (V s) in clean and hydrocarbon-contaminated sand. Geotechnical and Geological Engineering, 35, 2727–2745.

Rajabi, H., & Sharifipour, M. (2019). Geotechnical properties of hydrocarbon-contaminated soils: a comprehensive review. Bulletin of Engineering Geology and the Environment, 78, 3685–3717.

Ratnaweera, P., & Meegoda, J. N. (2006). Shear strength and stress-strain behavior of contaminated soils. Geotechnical Testing Journal, 29(2), 133–140.

Richardson, I. G., Brough, A. R., Groves, G. W., & Dobson, C. M. (1994). The characterization of hardened alkali-activated blast-furnace slag pastes and the nature of the calcium silicate hydrate (CSH) phase. Cement and Concrete Research, 24(5), 813–829.

Shi, C., & Day, R. L. (1993). Chemical activation of blended cements made with lime and natural pozzolans. Cement and Concrete Research, 23(6), 1389–1396.

Singh, S. K., Srivastava, R. K., & John, S. (2008). Settlement characteristics of clayey soils contaminated with petroleum hydrocarbons. Soil & Sediment Contamination, 17(3), 290–300.

Singh, S. K., Srivastava, R. K., & John, S. (2009). Studies on soil contamination due to used motor oil and its remediation. Canadian Geotechnical Journal, 46(9), 1077–1083.

Wild, S., Kinuthia, J. M., Robinson, R. B., & Humphreys, I. (1996). Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulphates. Clay Minerals, 31(3), 423–433.

Winterkorn, H. F., & Pamukcu, S. (1991). Soil stabilization and grouting. Foundation Engineering Handbook, 317–378.

Yi, Y., Liska, M., & Al-Tabbaa, A. (2012). Initial investigation into the use of GGBS-MgO in soil stabilisation. In Grouting and Deep Mixing 2012 (pp. 444–453).

Yi, Y., Liska, M., & Al-Tabbaa, A. (2014a). Properties and microstructure of GGBS–magnesia pastes. Advances in Cement Research, 26(2), 114–122.

Yi, Y., Liska, M., & Al-Tabbaa, A. (2014b). Properties of two model soils stabilized with different blends and contents of GGBS, MgO, lime, and PC. Journal of Materials in Civil Engineering, 26(2), 267–274.

Yong, R. N. (2000). Geoenvironmental engineering: Contaminated soils, pollutant fate, and mitigation. CRC press.