Study Of Improvement of Clayey Soil by Using RBI Grade-81 and Stone Dust in Sub Grade and Minimize the Thickness of Flexible Pavement |
Author(s): |
| Suyash Kaushik , NRI Institute of Research & Technology, Bhopal, M.P.; Thakur Ramji Ram Singh, NRI Institute of Research & Technology, Bhopal, M.P. |
Keywords: |
| CBR, Expensive Soil, RBI Grade-81, Reinforcement Soil, Stone Dust and Soil Stabilization |
Abstract |
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In this work, an attempt has been made to carry out an experimental work, based on various results with different amount of additives ranging from 0% to 4 % (RBI Grade-81) and 10% to 50% (Stone Dust). The additives used are RBI Grade-81 and Stone Dust. Different properties of soil are determined for the soil. The important soil parameters are determined by incorporating different percentages of RBI Grade-81, Stone Dust and (RBI Grade-81+ Stone Dust). Then a more economical wise and CBR value wise 40% of Crushing Dust and 2% of RBI Grade -81 is suitable for pavement thickness. |
Other Details |
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Paper ID: IJSRDV9I70104 Published in: Volume : 9, Issue : 7 Publication Date: 01/10/2021 Page(s): 285-287 |
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