For a constructional company to meet the demand of structure to be economical the PPC was used which is mixture of OPC and some pozzolonic material ,the most commonly used admixtures were SF and FA , which were mix with different w/b ration and in different proportion of SF and FA to achieve the maximum strength as compared to OPC. The results demonstrate that the strength in comparison to the control stir increases to a certain point and then decreases when the general substitution level of OPC is significantly employing an OPC + FA + SF ternary mixture. In order to achieve the 28 days strength many portion of OPC was replaced by SF and FA , if the concrete composition of mixed blend is maintained at every w/b percentage. Thus the split tensile strength of concrete is greater than OPC for a given compression level.
Article Details
Unique Paper ID: 161584
Publication Volume & Issue: Volume 10, Issue 5
Page(s): 96 - 97
Article Preview & Download
Share This Article
Join our RMS
Conference Alert
NCSEM 2024
National Conference on Sustainable Engineering and Management - 2024