CONCRETE WATERPROOFED WITH RICE HUSK ASH FOR COASTAL APPLICATIONS

Authors

  • Skarley Cielo Velasquez Salcedo Universidad Tecnológica del Perú UTP - (PE), Perú
  • Yemely Talia Mendoza Churqui Universidad Tecnológica del Perú UTP - (PE), Perú
  • Valkiria Ibárcena Ibárcena Universidad Tecnológica del Perú UTP - (PE), Perú

DOI:

https://doi.org/10.18687/LACCEI2026.1.1.385

Keywords:

permeability, concrete, additive, coastal regions.

Abstract

In coastal regions, high relative humidity and salinity can cause concrete to degrade quickly. This study evaluates using rice husk ash (RHA) as a pozzolanic additive to improve the impermeability of materials in marine environments. A quantitative and experimental approach was used to prepare mixtures with 0%, 2%, 5%, and 10% RHA. Water absorption tests were performed according to standardized ASTM C642-13 procedures, and infiltration tests were conducted using a falling head permeameter. Results showed that the mixture with 10% RHA reduced absorption by 35% compared to the mixture without RHA and exhibited reduced water passage. X-ray fluorescence (XRF) analysis revealed 98.6% amorphous silica, confirming the additive's potential. Microscopic images revealed a denser microstructure with a higher RHA content. In conclusion, the study found that RHA is effective in waterproofing exposed concrete in marine areas

Downloads

Published

2026-07-27

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

LACCEI retains copyright of all published articles under the terms of its copyright transfer agreement. As the copyright holder, LACCEI distributes the articles to the public under the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0).

How to Cite

Velasquez Salcedo, S. C., Mendoza Churqui, Y. T., & Ibárcena Ibárcena, V. (2026). CONCRETE WATERPROOFED WITH RICE HUSK ASH FOR COASTAL APPLICATIONS. LACCEI, 1(14). https://doi.org/10.18687/LACCEI2026.1.1.385

Most read articles by the same author(s)