• D.JYOTHI SWARUP
• C.N.V.SATYANARAYANA REDDY

Due to rapid growth in construction activities in the past two decades the availability of soil with desirable properties is gradually reduces. Soil is the basic construction material used widely in various civil engineering structures like embankments, Reinforced Earth Retaining Walls (RERW), in foundations of structures like buildings, trenches, etc. Granular soils are generally suitable for the fill material. The main causes for granular soils being suitable as a fill material is its high strength, capability to vanish excess pore water pressures, ease of compaction and their immanent resistance to creep. This paper aimed at to check the suitability of silico manganese slag (SMS) as a fill material. Extensive laboratory works are carried out SMS to study its index and engineering properties.

"STRENGTH AND COMPRESSIBILITY CHARACTERISTICS OF SILICO MANGANESE SLAG", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 6, page no.j31-j36, June-2022, Available :http://www.jetir.org/papers/JETIR2206905.pdf

"STRENGTH AND COMPRESSIBILITY CHARACTERISTICS OF SILICO MANGANESE SLAG", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 6, page no. ppj31-j36, June-2022, Available at : http://www.jetir.org/papers/JETIR2206905.pdf