4.3 Article

Effect of recycled oyster shell powder on hydration and strength development of magnesium phosphate cement

Journal

ADVANCES IN CEMENT RESEARCH
Volume -, Issue -, Pages -

Publisher

ICE PUBLISHING
DOI: 10.1680/jadcr.22.00103

Keywords

compressive strength; hydration; magnesium phosphate cement; oyster shell powder; solid bio-waste

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Using oyster shell powder (OSP) in magnesium phosphate cement (MPC) production reduces waste pollution and promotes the development of environmentally friendly cement. This study examines the effects of OSP on MPC hydration and strength development through a compressive strength experiment using different amounts of OSP (0% to 12%) at curing times of 7, 14, and 28 days. The results show the formation of a new reactant CaHPO4·2H2O, which optimizes the strength of the cement matrix. The substitution of OSP can reduce the cost of MPC without compromising its strength.
Using oyster shell powder (OSP) to prepare magnesium phosphate cement (MPC) not only reduces the pollution caused by the wasted oyster shell disposal, but also benefits the development of more environmentally friendly cement. The effect of OSP on the hydration and strength development of MPC was studied. An axial compression experiment including 45 cuboid specimens was executed to investigate the compressive strength, failure mode, stress-strain relationship, and energy absorption of MPC mixing with different mass contents (0% to 12%) of OSP over the curing times of 7, 14, and 28 days. Scanning electron microscopy, X-ray diffraction and energy dispersive spectroscopy were utilized for measuring the variation of MPC microstructure and hydration products caused by OSP. Results indicated that a new reactant CaHPO4 & BULL;2H(2)O was formed, which optimized matrix strength. The substitution of OSP could reduce the cost of MPC by 2-9% without decreasing the strength. Compared with MPC without OSP, the compressive strength of the specimen with 3% OSP is increased by 6%. However, with the continuous increase of OSP, the compressive strength gradually decreases. Similarly, the elastic modulus of MPC increases first and then decreases with the increase of OSP.

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