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Deep Chatterjee1, Subhojit Chattaraj, Md Saheed Khan, Soumi Dey4, Pinki Biswas
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- Student, phd scholar, Assistant professor, Assistant professor, Student, Department of Civil Engineering, Greater Kolkata College of Engineering and Management, Baruipur, Kolkata, India, Department of Construction Engineering, Jadavpur University, Kolkata, India, Department of Civil Engineering, Brainware University, Barasat, Kolkata, India, Department of Civil Engineering, Brainware University, Barasat, Kolkata, India, Department of Civil Engineering, Greater Kolkata College of Engineering and Management, Baruipur, Kolkata, India, ,
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1 Technical assistant, Department of Civil Engineering, Brainware University, Barasat, Kolkata, India
2Assistant professor, Department of Civil Engineering, Greater Kolkata College of Engineering and Management, Baruipur, Kolkata, India
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Abstract
nPresently, Self-Compacting Concrete (SCC) emerges as a cutting-edge variant within the concrete landscape. This type of concrete opens a new horizon in construction industries, as the concrete may flow on its own weight and does not require external vibration for compaction. For this reason, it reduces the labor costs, energy, and time required for placement It has the capability to smoothly spread into the intricate spaces of the formwork and encompass the reinforcing elements without difficulty. Much research has been done on the fresh and hardened properties of SCC (Self-compacting concrete), but it has been found that, from the aspect of strength, SCC does not possess any significant values. This paper contains laboratory work on the high strength of SCC to see what significant changes have been achieved in the hardened properties of SCC using fly ash, GGBS, and silica fume. We aim to make M-40 concrete. Currently, we are trying to make high-strength SCC in our research laboratory by changing the aspect ratio of fly ash, GGBS, superplasticizer, etc., and seeing the different properties in the hardened state.
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Keywords: SCC, GGBS, Superplasticizer, Silica Fume, Strength.
n[if 424 equals=”Regular Issue”][This article belongs to Recent Trends in Civil Engineering & Technology(rtcet)]
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References
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1. Japan Society of Civil Engineers. Recommendation for Construction of Self Compacting Concrete. 1998;157-164.
2. IS: 12089. Specification for Granulated Slag for Manufacture of Portland Slag Cement. Indian Standard Code of Practice. 1987.
3. Su N, Hsu KC, Chai HW. A simple mix design method for self compacting concrete. J Cement Concrete Res. 2001 Dec;31(12):1799-1807.
4. IS: 12269. 53 Grade Ordinary Portland Cement Specifications. Indian Standard Code. 1987.
5. IS: 383. Specification for coarse and fine aggregates from natural sources for concrete. Indian Standard Code of Practice. 1970.
6. IS: 10262. Concrete Mix Proportioning-Guidelines. Indian Standard Code. 2009.
7. Khayat KH, Hu C, Monty H. Stability of SCC, advantages and Potential applications. In: Proceedings of RILEM international conference on selfcompacting concrete.
8. Pai BHV, Nandy M, Sarkar PK, Ganapathy CP. Experimental study on self compacting concrete containing industrial by-products. European Scientific Journal. 2014 Apr;12.
9. Specification and Guidelines for Self-Compacting Concrete. EFNARC. February 2002.
10. Ouchi M, Okamura H. Self-Compacting Concrete. Concrete Library of JSCE. 1999;14:107-120.
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| Volume | ||
| [if 424 equals=”Regular Issue”]Issue[/if 424][if 424 equals=”Special Issue”]Special Issue[/if 424] [if 424 equals=”Conference”][/if 424] | ||
| Received | March 30, 2024 | |
| Accepted | April 30, 2024 | |
| Published | May 1, 2024 |
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