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The experiments conducted focuses on research to avoid shrinkage cranks and thermal expansion in concrete, the case study chosen for this experiment are underground structure having high rebar congestion. It became very critical while the mass or volume of concrete is more than natural. Generally the temperature controlled concrete for high mass or volume concrete. These type of structures are mainly foundations and under the ground only, where reinforcement area is very less and compared to concrete and concrete placing is also easy over there, but if the condition is not the same. When the situation is totally opposite of the assumption, the concrete to be done on height of more than 40 meter, and reinforcement volume is more and congestion is the condition can that concrete can’t reach the bottom. Here the situation for which this paper is written. We expectingthe same situation, so our aim is to check the compressive strength and yield strength of normal concrete, Temperature controlled (TC) concrete and Temperature controlled self-compacted (TCSC) concrete.

international journal of engineering research and applications

Evaluation of Compressive strength and Workability of normal concrete, Temperature controlled (TC) concrete and emperature controlled self-compacted (TCSC) concrete.