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Utilization of concrete in place of 9% Ni steel for primary containment would lead to significant cost savings.
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Utilization of green concrete in construction is increasingly adopted by the construction industry owing to the drawbacks of conventional concrete and the numerous inherent benefits of green concrete.
The improvements in strength and surface abrasion resistance are important for the utilization of pervious concrete.
Recycling and utilization of waste concrete is a significant contribution to environment and sustainable development.
This experimental study deals with utilization of Coarse Recycled Concrete Aggregate (CRCA) and Fine Recycled Concrete Aggregate (FRCA) in High Performance Concrete (HPC) mixes.
This experimental study deals with utilization of Coarse Recycled Concrete Aggregate (CRCA) and Fine Recycled Concrete Aggregates (FRCA) in Self compacting concrete (SCC) mixes.
The first utilization of SF in concrete was reported in 1952 by a Norwegian researcher.
In recent years, the utilization of high performance concrete has been the interests of the structural engineers and researchers.
This approach could lead to the significant utilization of PWAs in concrete, which could, thus, help in protecting the environment by minimizing the volume of waste disposal.
This could lead to the greater utilization of POFA in concrete and, subsequently, could be useful in protecting the environment by minimizing volume of waste disposed on the wasteland and minimizing emission of greenhouse gases that released during cement production, besides contribute to cost saving which could somehow contribute towards the sustainability of the concrete industry.
For the limited cases analyzed the results show that the addition of high or ultra-high strength infill is more useful for concentric loaded cases than for eccentric loaded ones, where it seems that the best design option is the utilization of bar reinforced concrete filling rather than steel fiber to reinforce CFST columns.
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