Workability Performance of Fresh Concrete Incorporated with GSA, GGBS and WF
The concrete is the most widely used building materials in the world throughout for the construction of infrastructure and other structures. The concrete is the second widely used substance on the earth next to water. The concrete is the composite homogeneous materials, which is commonly consists of cement, fine aggregate, coarse aggregate and water. Among […]
Stabilization of Black Cotton Soil using GGBS Ground Granulated Blast Furnace and Slag
The Black Cotton soils occurs mostly in the central and western parts and covers approximately 20 of the total area of India. Because of its high swelling and shrinkage characteristic, The Black Cotton soil have been a challenge to the highway engineers. The Black Cotton soil is very hard when dry, but loses strength completely […]
Flexural Behaviour of Steel Fibre Reinforced Geopolymer Concrete
Concrete is the most used construction material from ancient days. It was expected that the production of cement would be increased from about from 1.5 billion tons in 1995 to 2.2 billion tons in 2020. But 2018 china using 2.37 billion tons individually. India is the second largest producer of cement in the world. Cement […]
Durability Study on Self Compacting Concrete with Mineral Admixture IJTSRD
Self compacting concrete can be placed and compacted under its own weight without any vibration and without segregation or bleeding. The use of mineral admixture such as fly ash, GGBS, etc. as partial replacement of cement in SCC can bring down cost. The use of industrial waste such as fly ash, GGBS, etc in the […]
Improving Properties of Concrete by Adding Pozzolonic Material Such as, Silica Fumes and Ground Glass Blast Furnace Slag in India IJTSRD
The aim of the study was to evaluate the performance of high performance concrete (HPC) containing supplementary cementitious materials in both binary and ternary systems. Concretes were prepared to have a slump value between 60-90 mm at a constant water binder ratio of 0.30.Thetest variables included the type and the amount supplementary cementitious materials (SCMs) […]