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Lightweight masonry block from oil palm kernel shell

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Table 1The flexural strength test was performed for selected specimens as presented inrods
Fig. 2. The PKS used in this study (a) retained on 2.36 mm sieve (Size A), (b) retained on 4.75 sieve (Size B), and (c) retained on 9.5 mm sieve (Size C).
Fig. 4. The compacted specimens of control and shellcrete.
Fig. 7. The void and fracture observation of the specimen (a) sandcrete (CTRL specimen) and (b) shellcrete (S3C specimen).
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