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Kumar, Saurabh, Gupta, Sneha. (1405). Strength Behavior of Soft Soil Treated with Municipal Solid Waste Incineration Ash and Nano Zeolite. هنرهای کاربردی, 13(2), 305-317. doi: 10.22075/macs.2025.36088.1777
Saurabh Kumar; Sneha Gupta. "Strength Behavior of Soft Soil Treated with Municipal Solid Waste Incineration Ash and Nano Zeolite". هنرهای کاربردی, 13, 2, 1405, 305-317. doi: 10.22075/macs.2025.36088.1777
Kumar, Saurabh, Gupta, Sneha. (1405). 'Strength Behavior of Soft Soil Treated with Municipal Solid Waste Incineration Ash and Nano Zeolite', هنرهای کاربردی, 13(2), pp. 305-317. doi: 10.22075/macs.2025.36088.1777
Kumar, Saurabh, Gupta, Sneha. Strength Behavior of Soft Soil Treated with Municipal Solid Waste Incineration Ash and Nano Zeolite. هنرهای کاربردی, 1405; 13(2): 305-317. doi: 10.22075/macs.2025.36088.1777

Strength Behavior of Soft Soil Treated with Municipal Solid Waste Incineration Ash and Nano Zeolite

Mechanics of Advanced Composite Structures
مقاله 4، دوره 13، شماره 2 - شماره پیاپی 28، بهمن 2026، صفحه 305-317    اصل مقاله (856.06 K)
نوع مقاله: Research Article
شناسه دیجیتال (DOI): 10.22075/macs.2025.36088.1777
نویسندگان
Saurabh Kumar* ؛ Sneha Gupta
Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, 273010, India
تاریخ دریافت: 17 آذر 1403،  تاریخ بازنگری: 19 مرداد 1404،  تاریخ پذیرش: 10 شهریور 1404 
چکیده
Nano-zeolites are crystalline, microporous aluminosilicates with nanometer-sized particles (ranging from 1 to 100 nm), recognized for their high surface area and notable pozzolanic activity. Although the stabilization of soft soils using various waste materials and chemical additives has been widely studied, the combined application of nano-zeolite and municipal solid waste incineration ash (MSWIA) has received little attention. This study introduces a novel, sustainable soil stabilization approach by utilizing MSWIA and nano-zeolite as dual stabilizers for soft soils. MSWIA is a waste material produced by municipal waste incineration plants and is now emerging as a useful material for soil stabilization. A comprehensive experimental program involving direct shear tests and unconfined compression strength (UCS) tests was conducted on soil samples treated with varying percentages of MSWIA (5–20%) and nano-zeolite (0.2–1%) by dry weight of the mix. Treated samples were cured for 1, 7, and 28 days. The results revealed a significant improvement in mechanical properties, with the UCS of soil stabilized with 20% MSWIA and 1% nano-zeolite increasing by 9.2 times at 7 days and 12.7 times at 28 days, as compared to untreated soil. The findings also highlight the positive influence of curing under natural moisture conditions on the strength development of the stabilized soil. SEM analysis showed a denser soil structure and better particle bonding, while EDX confirmed higher levels of Ca, Si, Al, and Fe, indicating pozzolanic activity. This stabilization approach is particularly well-suited for applications such as road subgrades, embankment foundations, and land reclamation.
کلیدواژه‌ها
Soft soil؛ Nano-zeolite؛ Municipal solid waste incineration ash؛ Unconfined compressive strength؛ Shear strength
مراجع
  1. Tran, K.H., Imanzadeh, S., Taibi, S., Souli, H. and Hattab, M., 2022. Liquefaction of unsaturated soils- volume change and residual shear strength. European Journal of Environmental and Civil Engineering, 27(3), pp. 1144-1164.
  2. Gul N. and Mir B.A., 2022. Influence of glass fibre and cement kiln dust on physicochemical and geotechnical properties of fine-grained soil. Innovative Infrastructure Solution. 7, 344.
  3. Kumar, S. and Singh, D., 2021. Municipal solid waste incineration bottom ash: a competent raw material with new possibilities. Innovative Infrastructure Solution, 6(201), pp. 1-9.
  4. Srivastava, A.N. and Chakma, S., 2020. Quantification of landfill gas generation and energy recovery estimation from the municipal solid waste landfill sites of Delhi, India. Energy Sources, Part A: Recovery, Utilization, and Environmental Effects, 46(1), pp. 1–14.
  5. Bansal, D., Gupta, G., Ramana, G.V. and Datta M., 2023. Environmentally Responsible Disposal and Reuse of MSW Incineration Bottom Ash: assessment from two Indian plants. Clean Technologies and Environmental Policy. 26, pp. 1439-1454.
  6. Gupta, E. l., Datta, M., Ramana, G.V., Alappat, B.J. and Bishnoi, S., 2019. Feasibility of Reuse of Bottom Ash from MSW Waste-to-Energy Plants in India. In 8th International Congress on Environmental Geotechnics, 1, pp. 344-350.
  7. Kumar, S. and Gupta, S., 2025. Engineering Behavior of Municipal Solid Waste Incinerated Ash with Compressible Soil: An Approach Towards the Waste Utilization & Stabilization of Compressible Soil. Mechanics of Advanced Composite Structures, 12(1), pp. 85-96.
  8. Kumar, S., Gupta, S. and Singh, N., 2023. Characterization and Sustainable Utilization of Municipal Solid Waste Incineration Ash: A Review. In Recent Developments in Energy and Environmental Engineering Lecture Notes in Civil Engineering, Springer, Singapore, 333, pp. 383-395.
  9. Singh, D. and Kumar, A., 2019. Mechanical characteristics of Municipal Solid Waste Incineration Bottom Ash Treated with Cement and Fiber. Innovative Infrastructure Solution, 4(1), p. 61.
  10. Gautam, K.K., Sharma, R.K. and Sharma, A., 2021. Effect of Municipal Solid Waste Incinerator Ash and Lime on Strength Characteristics of Black Cotton Soil. In Sustainable Development Through Engineering Innovations Lecture Notes in Civil Engineering springer, 113, pp. 115-123.
  11. Dou, X., Ren, F., Nguyen, M.Q., Ahamed, A., Yin, K., Chan, W.P. and Chang, V.W., 2017. Review of MSWI bottom ash utilization from perspectives of collective characterization, treatment and existing application. Renewable and Sustainable Energy Reviews, 79, pp. 24–38.
  12. Kumar, S., Sahu, A.K. and Naval, S., 2021. Study on the Swelling Behavior of Clayey Soil Blended with Geocell and Jute Fiber. Civil Engineering Journal, 7 (8), pp. 1327-1340.
  13. Bhardwaj, A. and Sharma, R.K., 2020. Effect of industrial wastes and lime on strength characteristics of clayey soil. Journal of Engineering Design and Technology, 18(6), pp. 1749-1772.
  14. Singh, N. and Kumar, V., 2021. Sustainable Uses of Sewage Sludge as a Construction Material—A Review. In Indian Geotechnical and Geoenvironmental Engineering Conference (pp.95-108).
  15. Wei, D., Dave, R. and Pfeffer, R., 2002. Mixing and Characterization of Nanosized Powders: An Assessment of Different Techniques. Journal of Nanoparticle Research, 4, pp. 21–41.
  16. Singh, N., Priyadarshee, A., Chandra, S. and Kumar, V., 2025. Development of prediction models for strength behavior of MSWIA mixed with fiber and cement. Multiscale and Multidisciplinary Modeling, Experiments and Design, 8(1), pp. 1-15.
  17. Singh, N. and Kumar, V., 2023. Properties of Geopolymer and Its Utilisation in Construction as a Sustainable Material—A Review. In International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, pp. 137-148.
  18. Akbari H.R. and Sharafi. H., 2021. Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles. Geotextiles and Geomembranes, 1-13.
  19. Alsharef, J.M.A., Taha, M.R., Firoozi, A.A. and Govindasamy, P., 2016. Potential of using nanocarbons to stabilize weak soils. Applied and Environmental Soil Science, 2016(1), p.9.
  20. Singh, N. and Kumar, V., 2024. A Study on Geotechnical Behaviour of Municipal Solid Waste Ash Treated with Fiber and Cement. Civil Engineering Infrastructures Journal, 57(1).
  21. Khan, F., Kesarwani, H., Kataria, G., Govind, M., Sharma, S. and Mittal, G., 2022. Application of titanium dioxide nano particles for the design of oil well cement slurry - a study based on compressive strength, setting time and rheology. Journal of Adhesion Science and Technology, 37(10), pp. 1666-1682.
  22. Kacha, S.M. and Shah, S.G., 2021. Review of the nanomaterials used for the soil stabilization. Proceedings of the Indian Geotechnical Conference. pp. 111–118.
  23. Chaudhary, V., Yadav, J.S. and Dutta, R.K., 2024. The impact of nano-silica and nano-silica-based compounds on strength, mineralogy and morphology of soil: A review. Indian Geotechnical Journal, 54(3), pp. 876-896.
  24. Harsh, H., Moghal, A.A.B., Rasheed, R.M. and Almajed, A., 2023. State-of-the-art review on the role and applicability of select nano-compounds in geotechnical and geoenvironmental applications. Arabian Journal for Science and Engineering, 48(4), pp. 4149-4173.
  25. Firoozi, A.A., Taha, M.R., Firoozi, A.A. and Khan, T.A., 2014. Assessment of nano-zeolite on soil properties. Australian Journal of Basic and Applied Sciences, 8(19), pp. 292–295.
  26. Arora, B., Singh, P. and Kaur, P., 2019. Performance of nano-particles in stabilization of soil: a comprehensive review. Materials today proceedings, 17(1), pp. 124-130.
  27. Karumanchi, M. and Nerella, R., 2022. Shear strength parameters from digital tri-axial test and soils stabilization with extracted nano silica. Nanotechnology for Environment Engineering. 7(1), pp. 307-318.
  28. Mir, B.A. and Reddy, H., 2021. Enhancement in shear strength characteristics of soft soil by using nanomaterials. Sustainable Environment Infrastructure, 421–435.
  29. Mir, B.A., 2021. Hariprasad Reddy Enhancement in shear strength characteristics of soft soil by using nanomaterials. Lecture Notes Civil Engineering, 90, pp. 421 435.
  30. Rozbahani, M., Goodarzi, A.R. and Lajevardi, S.H., 2023. Coupling effect of superfine zeolite and finer on enhancing the long-term performance of stabilized/solidified Pb-contaminated clayey soils. Environmental Science and Pollution Research, 30, pp. 4203-4218.
  31. Norouznejad, G., Shooshpasha, I., Mirhosseini, S. M., Afzalirad, M. and Afzalirad, M., 2021. Influence of zeolite on the compaction characteristics and shear strength parameters of cemented sand. Sains Malaysiana, 50(11), pp. 3181-3191.
  32. ASTM D7928 – (21e1). Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis.
  33. ASTM D 422–63(07e2), 1963. Standard test method for particle size analysis of soils (Sect. and vol.04–08. www.astm.org In: Annual book of ASTM standards, Philadelphia.
  34. ASTM D2487-17, 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International West Conshohocken.
  35. ASTM International, 2012. ASTM D698-12e2: Standard test methods for laboratory compaction characteristics of soil using standard effort. West Conshohocken, PA: ASTM International.
  36. ASTM D2166/D2166M-16, 2016. Standard test method for unconfined compressive strength of cohesive soil.
  37. ShahriarKian, M., Kabiri, S. and Bayat, M., 2021. Utilization of Zeolite to Improve the Behavior of Cement-Stabilized Soil. International Journal of Geosynthetics. and Ground Engineering, 7(35), pp.1-11.
  38. ASTM D3080-81. 1981. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. ASTM International, West Conshohocken, PA, USA.
  39. Ali, A., Mir, B.A., Gul, N. and Malik, F.Z., 2023. Strength and Microstructural Behavior of Soft Soil Treated with Zeolite Nanoparticles. Transportation Infrastructure Geotechnology, 10, pp. 1239–1254.
  40. Azam, F.A.A., Che Omar, R., Roslan, R., Baharudin, I. N. Z. and Razman, M. Z., 2024. Mechanical behavior, compressibility, and microstructural analysis of problematic soil through a green soil stabilization approach. Results in Engineering, 24, p. 103524.
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