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September 5, 2025RIGGS Journal of Artificial Intelligence and Digital BusinessOpen Access

Optimization of Fly Ash and GGBS Proportions in Paving Blocks for Compressive and Flexural Strength Pavements

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Authors

IBIntan Salma BiankalistaMercu Buana University NNNabila NabilaMercu Buana University SASyafiadi Rizki AbdilaNational Nuclear Energy Agency of Indonesia

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Implication

Experimental analysis reveals optimal fly ash and GGBS mixtures improve compressive and flexural strength in paving blocks, indicating sustainability benefits.

Key Points

The optimal mixture of 85% cement, 7.5% fly ash, and 7.5% GGBS achieved maximum compressive and flexural strength.
Compressive strength of the optimal mixture was 21.5 MPa, while the flexural strength reached 4.3 MPa at 28 days.
Testing involved four mixture variations, with curing ages affecting the compressive strength results.
Utilizing fly ash and GGBS in mixtures reduces cement consumption and contributes to environmental sustainability.

Cite This Study

Biankalista et al. (2025) studied this question.

synapsesocial.com/papers/68bb421a2b87ece8dc958806 https://doi.org/10.31004/riggs.v4i3.2488

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Implication

Experimental analysis reveals optimal fly ash and GGBS mixtures improve compressive and flexural strength in paving blocks, indicating sustainability benefits.

Optimization of Fly Ash and GGBS Proportions in Paving Blocks for Compressive and Flexural Strength Pavements

Discussion

Member takes

Implication

Key Points

Cite This Study

Optimization of Fly Ash and GGBS Proportions in Paving Blocks for Compressive and Flexural Strength Pavements

Discussion

Member takes

Implication

Key Points

Cite This Study

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