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Use of Ceramic-Industry Wastewater in Sandy Subgrade Stabilization by Deep Mixing Method | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 1، دوره 11، شماره 3 - شماره پیاپی 31، آبان 2023، صفحه 1-17 اصل مقاله (1.78 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2022.26315.1614 | ||
| نویسندگان | ||
| Hamed Heidari Forozabadi1؛ Mohammad Mahdi Khabiri* 1؛ Kazem Barkhordari Bafghi1؛ Dabessa Ayantu Miti Ku2 | ||
| 1Department of Civil Engineering, Yazd University, Yazd, Iran | ||
| 2Department of Highway and Railway Engineering, Budapest University of Technology and Economics, Budapest, Hungary | ||
| تاریخ دریافت: 25 بهمن 1400، تاریخ بازنگری: 16 تیر 1401، تاریخ پذیرش: 30 شهریور 1401 | ||
| چکیده | ||
| Today, with the expansion of transportation, several road construction projects have been implemented in several parts of the world. The aim of this study is to stabilize and test sand using cement and drainage wastewater from the ceramic industry. Use of drained wastewater is to reduce the environmental pollution caused by drainage wastewater and reduced consumption of natural resources. In the first stage, the potential of off-site production by the factories and the advantages of using it were investigated. The optimal mixing plan was then obtained by performing a UCS test on samples that were made with different amounts of cement and wastewater. Other specifications of the desired mixture were: single gravity resistance, elasticity modulus, UCS, loss of resistance in saturation and microscopic structure of the particles. In the final stage, the efficiency of the mixture was studied using numerical modeling by finite element method. According to the results obtained from the experiments, it was found that adding 7.5% cement and 12.5% of dried wastewater, the UCS of sand increase from 0.005 MPa to 0.3 MPa and the sand elasticity modulus increase from MPa 5 to 65MPa. The specimen resistance did not increase significantly since the tenth day, and its saturation caused the resistance of the specimens to be reduced by 50%. The results of EDX and XRF tests revealed that the desired water included heavy metals. in addition use of wastewater reducing the consumption of natural resources, reduces the entry of heavy metals into the environment and urban environments. The level of surface treatment was obtained using sand-shaped modeling; which was considered as a substrate stabilizing element, and other pavement layers. The sum of the summands obtained from the modeling with the maximum allowed values was compared which provided satisfactory results. Finally, the processed sand could be used by deep mixing method to stabilize the subgrade of roads. | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| Deep soil mixing؛ Sandy subgrade؛ Pavement؛ Ceramic-industry wastewater | ||
| مراجع | ||
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[1] J. Huang, R. B. Kogbara, N. Hariharan, E. A. Masad, and D. N. Little, “A state-of-the-art review of polymers used in soil stabilization,” Constr. Build. Mater., vol. 305, p. 124685, 2021.
[2] T. Harianto, “Performance of Subbase Layer with Geogrid Reinforcement and Zeolite-Waterglass Stabilization,” Civ. Eng. J., vol. 8, no. 2, pp. 251–262, 2022.
[3] S. Ghareh, F. Akhlaghi, and K. Yazdani, “A Study on the Effects of Waste Rubber Tire Dimensions on Fine-Grained Soil Behavior,” J. Rehabil. Civ. Eng., vol. 8, no. 3, pp. 15–33, 2020.
[4] N. Tiwari, N. Satyam, and A. J. Puppala, “Effect of synthetic geotextile on stabilization of expansive subgrades: experimental study,” J. Mater. Civ. Eng., vol. 33, no. 10, p. 4021273, 2021.
[5] A. J. Puppala, R. S. Madhyannapu, S. Nazarian, D. Yuan, and L. R. Hoyos, “Deep soil mixing technology for mitigation of pavement roughness,” 2008.
[6] E. A. Basha, R. Hashim, H. B. Mahmud, and A. S. Muntohar, “Stabilization of residual soil with rice husk ash and cement,” Constr. Build. Mater., vol. 19, no. 6, pp. 448–453, 2005.
[7] S. H. Bahmani, B. B. K. Huat, A. Asadi, and N. Farzadnia, “Stabilization of residual soil using SiO2 nanoparticles and cement,” Constr. Build. Mater., vol. 64, pp. 350–359, 2014.
[8] S. F. Su, “Anisotropic strength evaluation of clay reinforced with grout piles,” J. Geotech. geoenvironmental Eng., vol. 135, no. 10, pp. 1529–1537, 2009.
[9] M. M. Khabiri, “The effect of stabilized subbase containing waste construction materials on reduction of pavement rutting depth,” Electron. J. Geotech. Eng., vol. 15, pp. 1211–1219, 2010.
[10] M. Saberian and M. M. Khabiri, “Experimental and numerical study of the effects of coal on pavement performance in mine haul road,” Geotech. Geol. Eng., vol. 35, no. 5, pp. 2467–2478, 2017.
[11] S. Bressi, M. Primavera, and J. Santos, “A comparative life cycle assessment study with uncertainty analysis of cement treated base (CTB) pavement layers containing recycled asphalt pavement (RAP) materials,” Resour. Conserv. Recycl., vol. 180, p. 106160, 2022.
[12] L. S. Wong, S. Mousavi, S. Sobhani, S. Y. Kong, A. H. Birima, and N. I. M. Pauzi, “Comparative measurement of compaction impact of clay stabilized with cement, peat ash and silica sand,” Measurement, vol. 94, pp. 498–504, 2016.
[13] A. Sukpunya and A. Jotisankasa, “Large simple shear testing of soft Bangkok clay stabilized with soil--cement-columns and its application,” Soils Found., vol. 56, no. 4, pp. 640–651, 2016.
[14] P. Sukontasukkul and P. Jamsawang, “Use of steel and polypropylene fibers to improve flexural performance of deep soil--cement column,” Constr. Build. Mater., vol. 29, pp. 201–205, 2012.
[15] Y. Zhuang and K. Wang, “Numerical simulation of high-speed railway foundation improved by PVD-DCM method and compared with field measurements,” Eur. J. Environ. Civ. Eng., vol. 21, no. 11, pp. 1363–1383, 2017.
[16] C. A. Scanlan and S. L. Davies, “Soil mixing and redistribution by strategic deep tillage in a sandy soil,” Soil Tillage Res., vol. 185, pp. 139–145, 2019.
[17] M. Saberian, M. Moradi, R. Vali, and J. Li, “Stabilized marine and desert sands with deep mixing of cement and sodium bentonite. Geomech. Eng. 14 (6), 553--562 (2018).” .
[18] R. Alipour, J. Khazaei, M. S. Pakbaz, and A. Ghalandarzadeh, “Settlement control by deep and mass soil mixing in clayey soil,” Proc. Inst. Civ. Eng. Eng., vol. 170, no. 1, pp. 27–37, 2017.
[19] R. C. Karra and B. C. Gayana, Mine Waste Utilization. CRC Press, 2022.
[20] G. O. Akintola, “Evaluation of major clay deposits for potential industrial utilization in Vhembe District Municipality,” Limpopo Prov. South Africa (Doctoral Diss., 2018.
[21] H. Güllü, H. Canakci, and I. F. Al Zangana, “Use of cement based grout with glass powder for deep mixing,” Constr. Build. Mater., vol. 137, pp. 12–20, 2017.
[22] H. Takahashi, Y. Morikawa, N. Fujii, and M. Kitazume, “Thirty-seven-year investigation of quicklime-treated soil produced by deep mixing method,” Proc. Inst. Civ. Eng. Improv., vol. 171, no. 3, pp. 135–147, 2018.
[23] V. Sharma and S. Singh, “Modeling for the use of waste materials (Bottom ash and fly ash) in soil stabilization,” Mater. Today Proc., vol. 33, pp. 1610–1614, 2020.
[24] A. Yorulmaz, O. Sivrikaya, and F. Uysal, “Evaluation of the bearing capacity of poor subgrade soils stabilized with waste marble powder according to curing time and freeze-thaw cycles.,” Arab. J. Geosci., vol. 14, no. 5, pp. 1–10, 2021.
[25] H. A. Abdelkader, A. S. Ahmed, M. M. Hussein, H. Ye, and J. Zhang, “An Experimental Study on Geotechnical Properties and Micro-Structure of Expansive Soil Stabilized with Waste Granite Dust,” Sustainability, vol. 14, no. 10, p. 6218, 2022.
[26] B. Huang, Q. Dong, and E. G. Burdette, “Laboratory evaluation of incorporating waste ceramic materials into Portland cement and asphaltic concrete,” Constr. Build. Mater., vol. 23, no. 12, pp. 3451–3456, 2009.
[27] J. Pooni, F. Giustozzi, D. Robert, S. Setunge, and B. O’Donnell, “Durability of enzyme stabilized expansive soil in road pavements subjected to moisture degradation,” Transp. Geotech., vol. 21, p. 100255, 2019.
[28] H. Koyuncu, Y. Guney, G. Y\ilmaz, S. Koyuncu, and R. Bakis, “Utilization of ceramic wastes in the construction sector,” in Key Engineering Materials, 2004, vol. 264, pp. 2509–2512.
[29] F. Pacheco-Torgal and S. Jalali, “RETRACTED ARTICLE: Compressive strength and durability properties of ceramic wastes based concrete,” Mater. Struct., vol. 44, no. 1, pp. 155–167, 2011.
[30] D. A. Bruce and E. C. O. Geosystems, “An introduction to the deep soil mixing methods as used in geotechnical applications,” 2000.
[31] “FHWA, Federal Highway Administration Design Manual: Deep Mixing for Embankment and Foundation, Deep Mix. Embankment Found. Support. (2013) 228.”
[32] A. Farouk and M. M. Shahien, “Ground improvement using soil--cement columns: Experimental investigation,” Alexandria Eng. J., vol. 52, no. 4, pp. 733–740, 2013.
[33] P. Jiang, T. Mao, N. Li, L. Jia, F. Zhang, and W. Wang, “Characterization of short-term strength properties of fiber/cement-modified slurry,” Adv. Civ. Eng., 2019. | ||
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