Stabilization of Soil by Using Construction & Demolition Waste, Calcium Carbide Residue, Molasses and Glass Fiber Reinforcement

Article Preview

Abstract:

Soil stabilization is crucial for enhancing the engineering properties of soil and constructing durable infrastructure, such as highways, airports, and roadways. The study's constituents were previously employed separately, and the soil's strength improved when they were coupled with other ingredients. Experimental investigations were conducted to assess the effects of varying proportions of C&D waste, CCR, and molasses on key soil characteristics, including compaction, shear strength, and plasticity. A series of crucial tests, including Atterberg limits, compaction characteristics, differential swell index, unconfined compressive strength (UCS), California Bearing Ratio (CBR), and Scanning Electron Microscope (SEM) analysis, were conducted to evaluate the performance of the stabilized soil. Test results indicated marked improvements in the Atterberg limits, reduced swell potential, and elevated values of UCS and CBR, demonstrating the effectiveness of the proposed stabilization method. CDW, CCR, and molasses enhance Unconfined Compressive Strength (UCS) by improving strength and cohesion. The addition of these chemicals significantly improved the performance of the soil, as seen by the decreased settling, enhanced strength, and greater infrastructure durability. Molasses served as an effective natural binder, while glass fibers improved tensile strength and durability by distributing stress evenly. This approach addresses waste management issues and promotes sustainable construction practices, offering a cost-effective solution for enhancing soil performance and paving the way for resilient infrastructure development.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

57-75

Citation:

Online since:

January 2025

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2025 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Sharma, A., & Sharma, R. K. (2020). Strength and drainage characteristics of poor soils stabilized with construction demolition waste. Geotechnical and Geological engineering, 38(5), 4753-4760.

DOI: 10.1007/s10706-020-01324-3

Google Scholar

[2] Abhishek, Sharma, R. K., & Bhardwaj, A. (2019). Effect of construction demolition and glass waste on stabilization of clayey soil. In Proceedings of the 1st International Conference on Sustainable Waste Management through Design: IC_SWMD 2018 1 (pp.87-94). Springer International Publishing.

DOI: 10.1007/978-3-030-02707-0_12

Google Scholar

[3] Verma, A., & Sharma, R. K. (2023). Improving Characteristics of Clayey Soil Using Basalt Fibre, Construction and Demolition Waste and Calcium Carbide. International Journal of Sustainable Construction Engineering and Technology, 14(4), 447-465.

DOI: 10.30880/ijscet.2023.14.04.033

Google Scholar

[4] Prajapati, A. R., Shah, A. U., Jain, P. H., & Rangwala, H. M. Improvement of Soil using Construction and Demolition Waste for Pavement Application.

Google Scholar

[5] Islam, S., Islam, J., & Hoque, N. M. R. (2022). Improvement of consolidation properties of clay soil using fine-grained construction and demolition waste. Heliyon, 8(10).

DOI: 10.1016/j.heliyon.2022.e11029

Google Scholar

[6] Zhang, G., Ding, Z., Zhang, R., Chen, C., Fu, G., Luo, X., ... & Zhang, C. (2022). Combined utilization of construction and demolition waste and propylene fiber in cement-stabilized soil. Buildings, 12(3), 350.

DOI: 10.3390/buildings12030350

Google Scholar

[7] Sani, J. E., Etim, R. K., & Joseph, A. (2019). Compaction behaviour of lateritic soil–calcium chloride mixtures. Geotechnical and Geological Engineering, 37, 2343-2362.

DOI: 10.1007/s10706-018-00760-6

Google Scholar

[8] Hussain Sadique, C. S. (2023). A systematic study to strengthen the sub grade of the pavement by stabilisation of expansive soil with molasses and jute fibre. Mathematical Statistician and Engineering Applications, 72(1), 668-682.

Google Scholar

[9] Rabab'ah, S., Al Hattamleh, O., Aldeeky, H., & Alfoul, B. A. (2021). Effect of glass fiber on the properties of expansive soil and its utilization as subgrade reinforcement in pavement applications. Case Studies in Construction Materials, 14, e00485.

DOI: 10.1016/j.cscm.2020.e00485

Google Scholar

[10] Patel, S. K., & Singh, B. (2019). Shear strength and deformation behaviour of glass fibre-reinforced cohesive soil with varying dry unit weight. Indian Geotechnical Journal, 49, 241-254.

DOI: 10.1007/s40098-018-0323-5

Google Scholar

[11] Sharma, R. K., & Hymavathi, J. (2016). Effect of fly ash, construction demolition waste and lime on geotechnical characteristics of a clayey soil: a comparative study. Environmental Earth Sciences, 75, 1-11.

DOI: 10.1007/s12665-015-4796-6

Google Scholar

[12] Shivakumar, C., Srikanth, B., Kumar, K. S., & Keerthi, N. (2020, November). Study on Improvement of Black Cotton Soil by Using Fines of Concrete Cube & Brick Demolition Waste. In IOP Conference Series: Materials Science and Engineering (Vol. 955, No. 1, p.012060). IOP Publishing.

DOI: 10.1088/1757-899x/955/1/012060

Google Scholar

[13] Latifi, N., Vahedifard, F., Ghazanfari, E., & Rashid, A. S. A. (2018). Sustainable usage of calcium carbide residue for stabilization of clays. J. Mater. Civ. Eng, 30(6), 04018099

DOI: 10.1061/(asce)mt.1943-5533.0002313

Google Scholar

[14] Jiang, N. J., Du, Y. J., Liu, S. Y., Wei, M. L., Horpibulsuk, S., & Arulrajah, A. (2015). Multi-scale laboratory evaluation of the physical, mechanical and microstructural properties of soft highway subgrade soil stabilized with calcium carbide residue. Canadian Geotechnical Journal, 53(3), 373-383.

DOI: 10.1139/cgj-2015-0245

Google Scholar

[15] Julphunthong, P., Joyklad, P., Manprom, P., Chompoorat, T., Palou, M. T., & Suriwong, T. (2024). Evaluation of calcium carbide residue and fly ash as sustainable binders for environmentally friendly loess soil stabilization. Scientific Reports, 14(1), 671.

DOI: 10.1038/s41598-024-51326-x

Google Scholar

[16] Baskar, I., Keerthana, K., Sakthisri, K., & Sona, R. (2022). Effect of calcium carbide residue and flyash in soil stabilisation for sand mixed clayey soil. Materials Today: Proceedings, 69, 1253-1259.

DOI: 10.1016/j.matpr.2022.08.323

Google Scholar

[17] Avinash, B., & Kumar, S. R. (2023). Influence of industrial wastes and lime on strength characteristics of clayey soil. Magazine of Civil Engineering, 120(4), 12002.

Google Scholar

[18] M'Ndegwa, J. K. (2011). The effect of cane molasses on strength of expansive clay soil. Journal of Emerging Trends in Engineering and Applied Sciences, 2(6), 1034-1041.

Google Scholar

[19] Taye, B., & Araya, A. A. (2015, May). Stabilization of expansive clay soil with sugar cane molasess and cement. In Proceedings of the 2nd International Conference on Transportation in Africa (ICTA2015) Majestic Five Hotel, Palapye, Botswana (pp.25-27).

Google Scholar

[20] WENDIWESEN, Y. (2017). STABILIZING EXPANSIVE SOIL BY USING SUGAR CANE MOLASSES AND CERAMIC DUST (Doctoral dissertation).

Google Scholar

[21] Farshadi, A., Mehrnahad, H., & Abdoli, M. (2023). Effects of glass fibers and nanoclay on the strength parameters of aeolian sand: An experimental study. Bulletin of Engineering Geology and the Environment, 82(7), 278.

DOI: 10.1007/s10064-023-03317-x

Google Scholar

[22] Abbeche, K., Panczer, G., & Belagraa, L. (2020). Study of the effect of waste glass fibers incorporation on the collapsible soil stability behavior. KnE Engineering, 157-166.

DOI: 10.18502/keg.v5i4.6806

Google Scholar

[23] Bakir, N., Abbeche, K., & Panczer, G. (2017). Experimental study of the effect of the glass fibers on reducing collapse of a collapsible soil. Geomechanics and Engineering, 12(1), 71-83.

DOI: 10.12989/gae.2017.12.1.071

Google Scholar

[24] Bhadoriya, A., & Kansal, D. R. (2018). Black Cotton Soil Stabilization using Plastic and Glass Fibres. International Research Journal of Engineering and Technology (IRJET), 5(11), 856-861.

Google Scholar

[25] Parihar, N. S., Garlapati, V. K., & Ganguly, R. (2018). Stabilization of black cotton soil using waste glass. Handbook of environmental materials management, 1-16.

DOI: 10.1007/978-3-319-58538-3_147-1

Google Scholar