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

Author:

Chen Bingcong1,Zhang Junping2,Liu Airong3,Zhang Liwen4,Xie Zhujian5,Ouyang Xiaowei6,Ma Zhongguo John7

Affiliation:

1. PhD candidate, Research Center for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou, PR China

2. Professor, Earthquake Engineering Research and Test Center, Guangzhou University, Guangzhou, PR China

3. Professor, Research Center for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou, PR China

4. Dean, Department of Civil Engineering, Guangzhou University, Guangzhou, PR China (corresponding author: )

5. PhD candidate, Department of Civil Engineering, Guangzhou University, Guangzhou, PR China

6. Associate Professor, Research Center for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou, PR China

7. Professor, Department of Civil and Environmental Engineering, University of Tennessee, Knoxville, TN, USA

Abstract

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 CaHPO4·2H2O 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.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction

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