This study developed porous granules from lateritic soil and sawdust as an innovative approach to valorizing waste for use as a partial cement replacement. The study focused on two aspects: first, identifying suitable composition ratios and chemical agents for producing porous granules, and second, evaluating the feasibility of using granules in a cement-granule paste or as a partial cement replacement to achieve sufficient strength under seawater immersion. The findings showed that the optimal granule composition consisted of 70 wt% lateritic soil, 30 wt% sawdust, and 0.50 wt% sodium silicate, producing granules with a maximum porosity of 34% and a pore structure characterized by isolated (closed) internal pores, as indicated by qualitative observations of 3D tomographic images. When incorporated into cement paste at 20 wt% replacement with a size range of 1–2.36 mm, compressive strengths of 31–36 MPa were achieved after 7 days, meeting the standard requirements. The relationship between pore volume, granule size, and compressive strength was non-linear. Under seawater curing, samples with a 20 wt% replacement maintained strength comparable to plastic-wrapped samples, indicating stable mechanical performance during seawater immersion. These results present the feasibility of using lateritic soil-sawdust porous granules as a partial cement replacement under seawater immersion, using a simplified laboratory assessment rather than direct simulation of real marine environments. However, transport-related durability properties, such as permeability, water absorption, and ion ingress (e.g., chloride, sulfate, and magnesium ions), were not evaluated. Therefore, durability-related interpretations remain preliminary and require further validation.
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Chaiyaput et al. (2026) studied this question.
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