A RESEARCH EXPERIMENT ON INVESTIGATING SELF–CURING CHARACTERISTICS IN CONCRETE
Author(s):
ABHIRAMI JS, HEVITHA HV, SANDRA RAJAN , ANCHUMOL VP
Keywords:
Self curing concrete (SCC), Polyethylene glycol (PEG400) Self curing compound
Abstract
Concrete serves as the backbone of infrastructure, emphasising its necessity for structural strength. In detailing conventional concrete, the outline of the composition involving cement, fine aggregate, coarse aggregate and water. The necessity of curing for a minimum of 28 days is highlighted to ensure good hydration and achieve the targeted strength we introduce the concept of self-curing concrete, which autonomously retains water (moisture content) to facilitate hydration. The incorporation of polyethylene glycol (PEG400) as an admixture in conventional concrete is present as a mean to enhance hydration and overall strength. The specific dosage of PEG 400, ranging from 1 to 2% by weight of cement, is emphasised for optimal result the experimental program's objectives, focusing on the study of compressive strength, split tensile strength, and flexural strength. Ordinary Portland cement, aggregate, water, and PEG 400 are identified as the experimental materials used. The overall content reflects a comprehensive understanding of concrete properties, curing techniques, and the innovative use of PEG 400 in improving concrete strength through meticulous experimental analysis.
Article Details
Unique Paper ID: 163030

Publication Volume & Issue: Volume 0, Issue no

Page(s): 363 - 366
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