Application of destructive testing, compression, and split tensile strength on a material based on polyethylene glycol

Abstract

The objective of this study was to compare the properties of self-curing concrete with those of conventional concrete, focusing on strength and water absorption. Conducted as an experimental investigation, the study utilized materials such as Portland Pozzolana cement, fine aggregates, and angular coarse aggregates. Three concrete grades—M10, M20, and M30—were tested using cube and cylinder specimens. The research involved various assessments, including non-destructive testing, compression and split tensile strength evaluations. The results indicated that self-curing concrete exhibited superior performance compared to sprinkler or fully cured conventional concrete. Consequently, the study suggests that self-curing concrete could serve as an effective alternative to traditional concrete.

Keywords: Self-Curing, Conventional Concrete, Strength, Experiment.