Ultra high performance concrete is advanced level of concrete which possesses compressive strength in excess of 60 MPa. UHPC having good mechanical strength and durability. This provides long service life to the constructed structure with higher level of performance in terms of durability, performance, maintenance etc. In the present study the development of ultra high performance concrete by using Microfine and ground granulated blast furnace slag are used as a replacement of binding agent cement. The main aim is to develop Ultra high performance concrete which can give higher durability with greater performance and less maintenance of concrete during the service life of the structure. Ultra High Performance Concrete can also fulfill the requirement of architecture because it can be used for elevation design to make elevation more attractive and aesthetic along with that it also covers resistance against buckling behavior so that it will not buckle in case of Slender column.

Keywords : Mechanical Properties; Compressive Strength; Split Tensile Strength; Ground Granulated Blast Furnace Slag; Microfine etc