Stabilization of Soil with the Help of Lime Contain |
Author(s): |
| Srivastav Monika Yogeshkishore , Allenhouse Institute of technology; Praneet Madhav, Allenhouse Institute of technology; Shikha Pal, Allenhouse Institute of technology |
Keywords: |
| Soil, Lime Contain |
Abstract |
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Expansive soils are problematic because of the behaviour of their clay mineral ingredient, which causes them to shrink and swell. Because of their shrink-swell characteristics, expansive soils are unsuitable for direct engineering applications in their native state. Various methods and technologies have been utilised to stabilise the soil in order to make it more suitable for construction. The additives and techniques used to stabilise expansive soils will be investigated in this study to see how effective they are at improving the engineering attributes of the soils. The microstructural interaction, chemical process, economic implications, nanotechnology use, waste reuse, and sustainability were then examined. Three kinds of concerns were highlighted regarding the appropriate applicability of developing trends in expansive soil stabilisation, namely geoenvironmental, standardisation, and optimisation issues. In order to ensure that expanding soil stabilisation is efficient, techniques such as predictive modelling and exploring methodologies such as maintainability analysis of structures, multiple regression analysis, dimensional analysis, and artificial intelligence technology were presented. |
Other Details |
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Paper ID: IJSRDV9I110189 Published in: Volume : 9, Issue : 11 Publication Date: 01/02/2022 Page(s): 191-193 |
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