Comparitive Study Between the Compressive Strength of Traditional Curing and Accelerated Curing of Concrete
R.Sumathi1, Shyamala Bhoomesh2
1R.Sumathi, Assistant Professor, Department of Civil Engineering, Malla Reddy Engineering College, Hyderabad, Telangana, India.
2Shyamala Bhoomesh, Assistant Professor, Department of Civil Engineering, Malla Reddy Engineering College, Hyderabad, Telangana, India.
Manuscript received on 01 December 2018 | Revised Manuscript received on 06 December 2018 | Manuscript Published on 26 December 2018 | PP: 40-42 | Volume-8 Issue- 2S2 December 2018 | Retrieval Number: BS2006128218/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Generalized association between compressive strength achieved after 28 days and accelerated compressive strength achieved after 24 hours for all the grades of concrete is provided in IS Code. This paper intent at evolving the comparison between accelerated action curing and traditional action curing for specific grade of concrete.. These techniques are particularly helpful within the manufacture trade, wherein high early age strength permits the removal of type work at intervals twenty four hours, thereby reducing the cycle time, leading to value saving edges. The most usually adopted natural process techniques are steam natural process at region pressure, heat water natural process, boiling water natural process and autoclaving. Accelerated curing results are obtained after twenty four hours to predict the twenty eight days compressive strength.
Keywords: Concrete Mix, Compressive Strength, Accelerated Curing, Formwork, Autoclaving.
Scope of the Article: Computational Techniques in Civil Engineering