• B.CHIRANJEEVI
• P. NAGESWARARAO

An experimental research work was carried out focused on the evaluation of the possibility of producing low Portland cement content concrete with enhanced or even high performances, including local by-products such as fly ash and common low cost aggregates without any previous treatment, i.e., as received. Six different concrete mixtures (incorporating large quantities of fly ash) were made and their mechanical, workability and durability properties were characterized. The total cementations content used (350 kg/m3 ,400 kg/m3 ,450 kg/m3, 500 kg/m3 and 550 kg/m3) was composed by 0,10,20,30,40,50,60 percentage of fly ash by mass of the total cementations The total cementations content used (350 kg/m3 ,400 kg/m3 ,450 kg/m3, 500 kg/m3 and 550 kg/m3) was composed by 0,10,20,30,40,50,60 percentage of fly ash by mass of the total cementations material. material

fly ash, Compressive, Split Tensile, Flexural, Dynamic Modulus of Elasticity

"COMPARSION OF STRENGTH AND DURABILITY PARAMETERS OF HIGH VOLUME FLY ASH CONCRETE AND NORMAL CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 6, page no.720-723, June-2018, Available :http://www.jetir.org/papers/JETIR1806490.pdf

"COMPARSION OF STRENGTH AND DURABILITY PARAMETERS OF HIGH VOLUME FLY ASH CONCRETE AND NORMAL CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 6, page no. pp720-723, June-2018, Available at : http://www.jetir.org/papers/JETIR1806490.pdf