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Chemical Stabilization of Black Cotton Soil for Sub-Grade Layer

Parijat Jain and H S Goliya
Shri Govindram Seksaria Institute of Technology and Science 23, Park Road, Indore- 452003(M.P.) India

Abstract—The life of any structure depends on strength of the soil and load on the structure. The soil is not uniform through-out the world. Generally the poor soil having low load bearing strength (CBR) value less than 2% is replaced by good quality soil material. This paper deals with the improvement in various properties of Black Cotton soil for pavement sub-grade by using soil stabilizer. The stabilizer like RBI Grade 81is used to improve the properties of Black Cotton soil for pavement sub-grade purpose. From CBR test, it is found that the soaked CBR value of soil is improved by 745.54% i.e. 2.02% to 15.06% by stabilizing soil 4% RBI Grade 81. The various mixes of Black Cotton soil: RBI Grade 81 for the different proportions was tested for Atterberg¡¯s limit, Shrinkage limit, Free Swelling Index, Compaction (OMC & MDD) and 4 day¡¯s soaked CBR value.

 
Keywords: Black cotton soil, Chemical stabilization, RBI GRADE 81, CBR, Atterberg¡¯s limit
 
Cite: Parijat Jain and H S Goliya, "Chemical Stabilization of Black Cotton Soil for Sub-Grade Layer," International Journal of Structural and Civil Engineering Research, vol. 3, no. 3, pp. 160-166, 2014.