Impact of Stone Mine Waste on Sub Grade Characteristics of Expansive Soil
- 1. Department of Civil Engineering, Govt. Engineering College, Jhalawar, Rajasthan, India.
Description
Today, India is running on the way of development, thus the rapid growth of industrialization is increasing which creates scarcity of land for disposal of their industrial wastes. Hence, the urgent demand for utilization of such types of waste is coming out. From the civil engineering point of view, the kota stone dust, marble dust, rice husk, fly ash, blast furnace slag, foundry sand, glass waste, tiles waste, ceramics waste etc are the commonly waste which are used as a construction materials with replacement of conventional materials successfully and also having effective characteristics required by a good soil stabilization admixture. The current research shows the effective utilization of kota stone dust in the improvement of sub grade characteristics of black cotton soil. A number of tests were conducted in laboratory which shows that the kota stone slurry dust is a good alternative for the improvement of sub grade characteristics of black cotton soil. The Standard compaction test were conducted in laboratory for obtaining the maximum dry density (MDD) and optimum water content (OMC) corresponding to 3% to 24% of kota stone slurry dust mixed with black cotton soil in the variation of 3% each. After the determination of OMC and MDD of different proportion, the laboratory California bearing ratio (CBR) tests were conducted with the above proportion of kota stone slurry dust and it was concluded that soaked CBR value of black cotton soil blended with 18% kota stone dust increased from 2.12 to 8.37 i.e. 295%.
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References
- Gourley C. S., Newill, D., and Shreiner, H. D., (1993), Black cotton soils: TRL's research strategy, Proc., Int. Symp. on Engineering Characteristics of Arid Soils.
- Başer, O. (2009). Stabilization of expansive soils using waste marble dust (Master's thesis).
- Phani Kumar, B. R., & Sharma, R. S. (2004). Effect of fly ash on engineering properties of expansive soils. Journal of Geotechnical and Geoenvironmental Engineering, 130(7), 764-767.
- Kavas, T., & Olgun, A. (2008). Properties of cement and mortar incorporating marble dust and crushed brick. Ceramics Silikaty, 52(1), 24.
- Demirel, B. (2010). The effect of the using waste marble dust as fine sand on the mechanical properties of the concrete. International journal of physical sciences, 5(9), 1372-1380.
- Agrawal, V., & Gupta, M. (2011). Expansive soil stabilization using marble dust. International Journal of Earth Sciences and Engineering, 4(6), 59-62.
- Sabat, A. K., & Nanda, R. P. (2011). Effect of marble dust on strength and durability of Rice husk ash stabilised expansive soil. International Journal of Civil & Structural Engineering, 1(4), 939-948.
- Chandra, S., Kumar, P., & Feyissa, B. A. (2002). Use of marble dust in road construction. Road Materials and Pavement Design, 3(3), 317-330.
- Viswakarma, A., & Singh, R. R. (2013). Utilization of marble slurry to enhance soil properties and protect environment. Journal of environmental research and development, 7(4A), 1479-1483.
- Gandhi, K. S. (2013). Stabilization of expansive soil of Surat region using rice husk ash and marble dust. International Journal of Current Engineering and Technology, 3(4), 1516-1521.