• Amruta Salunkhe
• Pradeepan V
• A.Arun Kumar

The aim of the study is to find the compressive strength of concrete with Pumice aggregate (PS) and Metakaoline (MK) with different temperature exposure (both heating and cooling regimes). The different temperature conditions adopted for heating regimes are 300 and 500°C whenever for cooling methods are performed normal (at room temperature) , water and furnace cooling (Specimens in the furnace). The concrete with 20% Metakaoline replaced for cement and fine aggregate replaced with 10,20 and 30% of pumice aggregates with water binder ratio 0.41. The results show that 30% Pumice stone with 20% MK performed heater in different temperature regimes compared to other mixture in terms of compressive strength.

Pumice Stone, Metakaoline, Compressive strength, heating and cooling regimes..

"The Effect Of Pumice Aggregates And Metakaoline On Heating And Cooling Regimes On Compressive Strength ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.124-129, April-2019, Available :http://www.jetir.org/papers/JETIRBF06025.pdf

"The Effect Of Pumice Aggregates And Metakaoline On Heating And Cooling Regimes On Compressive Strength ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp124-129, April-2019, Available at : http://www.jetir.org/papers/JETIRBF06025.pdf