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Stream/Area:
-
Subject:
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Paper ID:
IJSREM63711
Volume:
10 |
5 |
May 2026
Pages:
1-7
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Department of Civil Engineering
JNTUA College of Engineering (Autonomous), Ananthapuramu.
Department of Civil Engineering
JNTUA College of Engineering (Autonomous), Ananthapuramu.
Traditional concrete curing requires large amounts of water, posing challenges in high-rise construction and water-scare regions. This research explores an alternative using self-curing concrete with polyvinyl alcohol (PVA). It investigates the use of Bethamcherla stone, marble waste found in the region of Bethamcherla, Kurnool district, Andhra Pradesh, as partial replacement of coarse aggregate in various amounts percentages (0%, 10%, 20%, 30%, 40%, 50% by weight of coarse aggregate)and the addition of polyvinyl alcohol at different percentages (0%, 0.03%, 0.06%, 0.12%, 0.24% by weight of cement)are evaluated for their effectiveness in self-curing. The experimental investigation focuses on the acid resistance of concrete in a MgSO4 solution. This research examines the concrete’s resistance to acid by immersing M20grade specimens in a 5% MgSO4 solution after initial curing period of 28 days, with additional tests conducted at 30,60, and 90 days.
KEYWORDS
The study investigated the use of Bethamcherla stone as a partial replacement for coarse aggregate in self-curing concrete subjected to magnesium sulphate solution. 1. The study concluded that replacing 30% of coarse aggregate with bethamcherla stone, combined with 0.12% using polyvinyl alcohol for a self-curing agent resulted in the most effective performance in terms of durability and sulphate resistance. This mix achieved the maximum split tensile and compressive strengths when exposed to a magnesium sulphate environment. 2. This combination showed notable resistance to MgSO4 sulphate attack, the minimal expansion and damage compared to traditional concrete and other tested mixes. 3. The enhanced performance was attributed to PVA’s role in improving hydration and minimizing moisture loss during curing, leading to better concrete strength. 4. The use of bethamcherla stone and PVA not only boosts concrete durability and performance but also provides economic and environmental benefits, such as lower aggregate costs and reduced water usage. Further investigation is recommended to evaluate the long-term effects and practical applications of this mix in various construction scenarios.
[1]. Ramesh Babu, V., Ramesh Babu, B., Sashidhar, C., Vijaya Sekhar Reddy, M., & Ashalatha, K.(2017). Investigations into the durability and strength characteristics of concrete that substitute some Bethamcherla stone aggregate. Research in Engineering and Applications International Journal, 7(10), 59-64.ISSN: 2248-9622. [2]. B. Ajitha, Ghantasala Nirupama(2017) "Using poly vinyl alcohol to evaluate the properties of self-curing concrete" The International Journal for Advanced Engineering and Science Technology Vol.No.5, Issue No.04 pp.752-758. [3]. Ushasree, J., Venkataramana, N., & Bash, S. A. (2014). Function of the stone powder concrete from Bethamcherla under sulphate curing. Innovative Engineering & Technology International Journal (IJIET), 4(4), 164-179. ISSN: 2319-1058. [4]. Rajesh, G., & Arunakanthi, E.(2016). Effect of Bethamcherla wastes stone for the workability and mechanical characteristics of fiber-reinforced concrete. The International Journal of Engineering and Science, 7(3), 185-191. ISSN 2229-5518. [5]. Vaseem Akram.N1, P. Balachandran2 "An Empirical Investigation of Self-Curing Concrete"The International Journal of Research in Engineering Technology and Applied Science (IJRASET), ISSN 2321-9653, Volume 5, Issue X, (2017). [6]. Hardik S. MistriBhimani, P.D., &Gorasiya, H. (2020). Using self-curing chemicals, an experimental investigation was conducted on concrete grade M20. The Journal of NovelResearch and Emerging Technologies (JETIR), 7(6), 2071. ISSN 2349-5162. [7]. Hassan, A., Mahmud, H.B., Jumaat, M.Z., ALsubari, B., & Abdulla, A. (2013). Effects of magnesium sulphate for self-compacting concrete with additional cementitious ingredients. Developments in the Engineering and Science of Materials, 2013, Article ID 232371,1-8. [8]. Sekar, M. (2019). Concrete's strength is assessed by partially substituting coarse aggregate with Cuddapah stone. The International Journal of Reviews and Scientific Investigation,8(2),2188-2196. [9].Evangeline,S.(2014).Concrete that cures itself and its intrinsic qualities. The International Journal for Engineering Applications and Research, 4(8),66- 71. ISSN: 2248-9622. [10].Elahi, M.M.A.,Shearer,C.R.,Reza,A.N.R., Saha,A.K.,Khan, M.N,N., Hossain,M.M.,&Sarker, P. K. (2021). A review of adding supplemental cementitious materials (SCMs) to concrete to increase its resistance to sulphate attack. Building materials and construction, 281, 122628.
Publication Date
5/22/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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