REVIEW ON SOIL STABILIZATION WATER RESISTANCE SOIL BASES AND DUST CONTROL METHOD.
Main Article Content
Abstract
Water resistance soil bases and dust control are common climatic phenomena in arid and semi-arid regions. In Iran, one of the environmental concerns is increasing dust storms. There are several ways to control this phenomenon, each of which has its limitations. Conventional methods for reducing dust storms (especially in arid and semi-arid areas) have been the stabilization of the dust generating centre using chemical polymers and petroleum products, which in the current situation, due to the high cost and disagreement about the effects on their environment is not cost-effective. Therefore, due to the problems of this type of soil cover, the use of biopolymers, bio-mulch, and organisms to stabilize dust in recent years has been recommended as a suitable alternative. Water resistance soil bases and dust control form a continuous or partially structured structure with each other by forming granulation soils, bonding fine particles together, and forming larger particles.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
References
Keykha, H. A., Romiani, H. M., Zebardast, E., Asadi, A., & Kawasaki, S. (2021). CO2-induced carbonate minerals as soil stabilizing agents for dust suppression. Aeolian Research, 52, 100731.
Shuja, D., Rollakanti, C. R., Poloju, K. K., & Joe, A. (2022). An experimental investigation on-stabilization of sabkha soils with cement and Cement Kiln Dust (CKD) in Sultanate of Oman. Materials Today: Proceedings, 65, 1033-1039.
Van Duc, B., & Kennedy, O. (2018). Adsorbed complex and laboratory geotechnics of Quarry Dust (QD) stabilized lateritic soils. Environmental Technology & Innovation, 10, 355-363.
Onyelowe, K., Alaneme, G., Igboayaka, C., Orji, F., Ugwuanyi, H., Van, D. B., & Van, M. N. (2019). Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil. Materials Science for Energy Technologies, 2(1), 67-77.
Amadi, A. A., & Osu, A. S. (2018). Effect of curing time on strength development in black cotton soil–Quarry fines composite stabilized with cement kiln dust (CKD). Journal of King Saud University-Engineering Sciences, 30(4), 305-312.
Amadi, A. A. (2014). Enhancing durability of quarry fines modified black cotton soil subgrade with cement kiln dust stabilization. Transportation Geotechnics, 1(1), 55-61.
Yoon, I. H., Moon, D. H., Kim, K. W., Lee, K. Y., Lee, J. H., & Kim, M. G. (2010). Mechanism for the stabilization/solidification of arsenic-contaminated soils with Portland cement and cement kiln dust. Journal of Environmental management, 91(11), 2322-2328.
Moon, D. H., Grubb, D. G., & Reilly, T. L. (2009). Stabilization/solidification of selenium-impacted soils using Portland cement and cement kiln dust. Journal of hazardous materials, 168(2-3), 944-951.
Niraj, B., & Sharma, T. (2023). Experimental study on stabilization of clayey soil using agricultural and industrial waste. Materials Today: Proceedings.
Moon, D. H., Wazne, M., Yoon, I. H., & Grubb, D. G. (2008). Assessment of cement kiln dust (CKD) for stabilization/solidification (S/S) of arsenic contaminated soils. Journal of Hazardous Materials, 159(2-3), 512-518.