Kinerja Mortar dengan Substitusi Abu Sekam Padi sebagai Bahan Pozzolanan

Authors

  • Ummu Kalsum Basman Universitas Sulawesi Barat
  • Irma Ridhayani Universitas Sulawesi Barat
  • Sainuddin Sainuddin Universitas Sulawesi Barat
  • Abdi Manaf Universitas Sulawesi Barat
  • Apriansyah Apriansyah Universitas Sulawesi Barat
  • Muh Diah Fatur Ulhaq Universitas Sulawesi Barat

DOI:

https://doi.org/10.58169/jusit.v3i1.746

Keywords:

Cement substitution, Compressive strength, Mortar, Porosity, Rice husk ash

Abstract

Rice husk ash (RHA) is an agricultural waste rich in silica with potential as a partial cement substitute in mortar to support sustainable construction. This study evaluates the effect of varying RHA content on the compressive strength and porosity of mortar at 28 and 240 days of age. Mortar was prepared with RHA substitutions of 0%, 10%, 20%, and 30% by cement weight. Compressive strength was tested according to SK SNI 03-2834-2000, while porosity testing followed ASTM C642 standard. The results showed that 20% RHA substitution provided high compressive strength with acceptable porosity. In contrast, 30% RHA significantly increased porosity and sharply reduced compressive strength. These findings suggest that using RHA in the range of 10–20% can improve material efficiency without compromising mechanical performance. The study supports the development of environmentally friendly construction materials through the optimal use of agricultural waste.

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Published

2025-05-19

How to Cite

Ummu Kalsum Basman, Irma Ridhayani, Sainuddin Sainuddin, Abdi Manaf, Apriansyah Apriansyah, & Muh Diah Fatur Ulhaq. (2025). Kinerja Mortar dengan Substitusi Abu Sekam Padi sebagai Bahan Pozzolanan. Jurnal Sipil Terapan, 3(1), 01–11. https://doi.org/10.58169/jusit.v3i1.746