“Stabilization of Pavement Subgrade Using Fly Ash and Lime”
Journal Title: International Journal of Engineering and Science Invention - Year 2018, Vol 7, Issue 2
Abstract
The study investigates the various physical properties of black cotton soil and flyash. The physical properties and engineering properties of BC Soil such as liquid limit, plastic limit, shrinkage limit, sieve analysis, specific gravity, optimum moisture content and maximum dry density and CBR. Liquid limit and plastic limit of BC soil mixed with varying percentage of flyash and lime such as 5, 10, 15, 20 25and 2,3,4 respectively. The proctor compaction test is to be conducted to determine the optimum moisture content and maximum dry density for plain BC soil and BC soil mixed with flyash and lime in varying percentage. CBR Test is to be conducted on plain BC soil, BC soil mixed with varying percentages of flyash and lime after 4 day soaking and without curing.
Authors and Affiliations
Mohd. Imran Khan, Dr. Ahmad Ali Khan
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