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@article{181121,
        author = {Lokesh Varshney and Ushendra Kumar},
        title = {A Review Study on Stabilization of Soil Sub grade by Adding Stone Dust},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {1},
        pages = {4011-4014},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=181121},
        abstract = {The weakest soil is very problematic base for any infrastructure development. It is not suitable for subgrade material for highways and railways. This is also not suitable for high-rise buildings. For avoide this problem the stability of this soil is required. There are so many options available in nature to stabilize this soil like lime, cement, flyash etc. Stone dust is one of the best options which is type of solid waste. Sub grade is the lower most layer known as sub base for any consltruction work which is most useful for any development over that type of soil. Such type of soil sub grade should be capable strong to carry load coming from the upper layer. The best way to eliminate these problems is to make use like stone quarry dust waste. Keep in mind regarding this study is to be conducted on locally available soil sample by mixing with stone dust in certain proportion. There are so many methods used for the stabilization of soil to improve quality of the weak soil. To enhance the bearing capacity and shear strength of that soil by using stone dust. Keeping this in view an experimental study was conducted on locally available soil by mixing it with Stone Dust. Many stabilization techniques are adopted to improve the stability and bearing capacity of soil. To enhance the properties of weak soil by conducting experiments required for this soil mix with stone dust upto 30%.},
        keywords = {Stone dust, SPT, UCS etc.},
        month = {June},
        }