4.6 Article

Modeling the Impact of Liquid Polymers on Concrete Stability in Terms of a Slump and Compressive Strength

Journal

APPLIED SCIENCES-BASEL
Volume 13, Issue 2, Pages -

Publisher

MDPI
DOI: 10.3390/app13021208

Keywords

concrete; water-reducer contents; workability; compressive strength; slump retention

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This study tested the effect of three water-reducer additives on the workability and compressive strength of concrete. The results showed that adding water-reducer additives can increase the compressive strength of concrete by 8% to 186%, depending on the type of additive and cement content. The study aimed to establish mathematical models to predict the compressive strength of concrete containing water-reducer additives and investigate the impact of mix proportion on compressive strength.
It is generally known that the two most crucial elements of concrete that depend on the slump value of the mixture are workability and compressive strength. In addition, slump retention is more delicate than the commonly used slump value since it reflects the concrete mixture's durability for usage in civil engineering applications. In this study, the effect of three water-reducer additives was tested on concrete's workability and compressive strength from 1 day to 28 days of curing. The slump of the concrete was measured at the time of adding water to the mix and after 30 min of adding water. This study employed 0-1.5% (%wt) water-reducer additives. The original ratio between water and cement (wc) was 0.65, 0.6, and 0.56 for mixtures incorporating 300, 350, and 400 kg of cement. It was lowered to 0.3 by adding water-reducer additives based on the additives type and cement content. Depending on the kind and amount of water-reducer additives, w/c, gravel content, sand content, crushed content, and curing age, adding water-reducer additives to the concrete increased its compressive strength by 8% to 186%. When polymers were added to the concrete, they formed a fiber net (netting) that reduced the space between the cement particles. As a result, joining the cement particles quickly enhanced the fresh concrete's viscosity and the hardened concrete's compressive strength. The study aims to establish mathematical models (nonlinear and M5P models) to predict the concrete compressive strength when containing water-reducer additives for construction projects without theoretical restrictions and investigate the impact of mix proportion on concrete compressive strength. A total of 483 concrete samples modified with 3 water-reducer additives were examined, evaluated, and modeled for this study.

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