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  4. Effect of replacing mixing water with milk on the compressive strength of concrete at different curing ages
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Effect of replacing mixing water with milk on the compressive strength of concrete at different curing ages

Journal
Frontiers in Built Environment
ISSN
22973362
Date Issued
2026-07-17
Author(s)
Pinto Almeida, Carlos  
Facultad de Ingenierías  
Zambrano, Leonardo
Apraez, Jose
Gómez, Juan  
Zurita, Marco
Buele, Jorge  
Centro de investigación en Mecatrónica y Sistemas Interactivos  
Type
Article
DOI
10.3389/fbuil.2026.1865431
URL
https://cris.indoamerica.edu.ec/handle/123456789/10183
Abstract
Introduction – The chemical composition of mixing water directly affects cement hydration and the strength development of concrete. Although alternative mixing liquids—such as treated wastewater, leachates, and wash water—have shown moderate strength reductions compatible with structural use, the behavior of concrete exposed to complex organic liquids remains largely uncharacterized. Methods – This study investigates how replacing mixing water with whole bovine milk, a medium rich in lactose, casein, and fat, affects cement hydration and compressive strength in conventional Portland concrete. Three mixtures with increasing replacement levels were produced: 0% (M0, control), 50% (M50), and 100% (M100). Twenty-seven cylindrical specimens (3 mixtures × 3 ages × 3 replicates) were tested under axial compression following ASTM C39/C39M at 15, 28, and 45 days. Peak strength, stress–strain curves, within-condition dispersion, and failure modes were recorded. Results – The control developed strengths of 14.39 ± 0.64, 16.47 ± 0.73, and 20.91 ± 0.81 MPa at 15, 28, and 45 days, whereas M50 and M100 remained below 1 MPa at all ages (M50: 0.61 ± 0.03, 0.67 ± 0.03, 0.90 ± 0.06 MPa; M100: 0.38 ± 0.02, 0.55 ± 0.02, 0.60 ± 0.03 MPa), a strength loss greater than 95% relative to the control. Coefficients of variation ranged from 3.9% to 6.1%, below the 10% threshold of ACI 214R. The modified mixtures also lost the ascending branch of the stress–strain curves and exhibited diffuse failure modes, without the longitudinal cracking typical of sound concrete. Conclusion – The magnitude of the strength loss (>95%) places milk in a category distinct from previously reported alternative mixing liquids. Rather than producing a degraded variant of conventional concrete, it generates a system in which the cementitious reaction is practically inhibited. This behavior, attributable to the combined action of lactose, casein, and fats on C3S hydration, redefines the operational limits of chemical compatibility between organic fluids and cementitious systems and provides a reference calibration point for predictive models of organic inhibition. Copyright © 2026 Pinto, Zambrano, Apraez, Gómez, Zurita and Buele.
Subjects

Cement hydration

chemical compatibilit...

compressive strength

concrete

milk

mixing water

organic inhibitors

Stress–strain behavio...

Investigación Indoamérica

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