<p>The growing demand for sustainable construction materials has accelerated research into geopolymer concrete utilizing industrial by-products as alternative binders. This study investigates the compressive strength development of pond ash-based geopolymer concrete by evaluating the influence of key mix parameters, including sodium hydroxide (NaOH) molarity (12&#xa0;M, 14&#xa0;M, and 16&#xa0;M), Na<sub>2</sub>SiO<sub>3</sub>/NaOH ratio (2.0–2.25), curing temperature (60–80&#xa0;°C), and pond ash content (375–400&#xa0;kg&#xa0;m<sup>−3</sup>). Eighteen geopolymer concrete mixtures were prepared and tested for compressive strength at 7, 14, and 28&#xa0;days to assess both early-age and long-term performance. The experimental results demonstrated continuous strength development with curing age, confirming the progressive nature of the geopolymerization process. The 7-day compressive strength ranged from 6.65 to 7.65&#xa0;MPa, increasing to 11.25–12.75&#xa0;MPa at 14 days and reaching 19.10–23.10&#xa0;MPa at 28&#xa0;days. Strength gain between 7 and 28&#xa0;days varied from 171.69 to 230.36%, indicating substantial long-term matrix densification. Increasing NaOH molarity from 12 to 16&#xa0;M improved the average 28-day compressive strength from 20.05 to 21.85&#xa0;MPa, while increasing the Na<sub>2</sub>SiO<sub>3</sub>/NaOH ratio from 2.0 to 2.25 enhanced strength from 20.79 to 21.64&#xa0;MPa. Similarly, raising the curing temperature from 60 to 80&#xa0;°C increased the average 28-day strength from 21.03 to 21.40&#xa0;MPa. The most significant improvement was observed with pond ash content, where increasing the dosage from 375 to 400&#xa0;kg&#xa0;m<sup>−3</sup> elevated the average 28-day strength from 20.76 to 22.70&#xa0;MPa. The highest compressive strength of 23.10&#xa0;MPa was achieved for the mix containing 16M NaOH, a Na<sub>2</sub>SiO<sub>3</sub>/NaOH ratio of 2.25, 80&#xa0;°C curing temperature, and 400&#xa0;kg&#xa0;m<sup>−3</sup> pond ash content. The findings confirm that optimized alkaline activation, thermal curing, and binder dosage synergistically enhance geopolymerization, demonstrating the potential of pond ash as a sustainable precursor for structural-grade geopolymer concrete.</p>

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Assessment of strength development mechanisms in pond ash geopolymer concrete under different activator and curing conditions

  • Sarang P. Mahajan,
  • Kshitija Kadam

摘要

The growing demand for sustainable construction materials has accelerated research into geopolymer concrete utilizing industrial by-products as alternative binders. This study investigates the compressive strength development of pond ash-based geopolymer concrete by evaluating the influence of key mix parameters, including sodium hydroxide (NaOH) molarity (12 M, 14 M, and 16 M), Na2SiO3/NaOH ratio (2.0–2.25), curing temperature (60–80 °C), and pond ash content (375–400 kg m−3). Eighteen geopolymer concrete mixtures were prepared and tested for compressive strength at 7, 14, and 28 days to assess both early-age and long-term performance. The experimental results demonstrated continuous strength development with curing age, confirming the progressive nature of the geopolymerization process. The 7-day compressive strength ranged from 6.65 to 7.65 MPa, increasing to 11.25–12.75 MPa at 14 days and reaching 19.10–23.10 MPa at 28 days. Strength gain between 7 and 28 days varied from 171.69 to 230.36%, indicating substantial long-term matrix densification. Increasing NaOH molarity from 12 to 16 M improved the average 28-day compressive strength from 20.05 to 21.85 MPa, while increasing the Na2SiO3/NaOH ratio from 2.0 to 2.25 enhanced strength from 20.79 to 21.64 MPa. Similarly, raising the curing temperature from 60 to 80 °C increased the average 28-day strength from 21.03 to 21.40 MPa. The most significant improvement was observed with pond ash content, where increasing the dosage from 375 to 400 kg m−3 elevated the average 28-day strength from 20.76 to 22.70 MPa. The highest compressive strength of 23.10 MPa was achieved for the mix containing 16M NaOH, a Na2SiO3/NaOH ratio of 2.25, 80 °C curing temperature, and 400 kg m−3 pond ash content. The findings confirm that optimized alkaline activation, thermal curing, and binder dosage synergistically enhance geopolymerization, demonstrating the potential of pond ash as a sustainable precursor for structural-grade geopolymer concrete.