Creep behavior of concrete containing glass powder

• Published in: Composites. Part B, Engineering Vol. 166; pp. 13 - 20
• Main Authors: He, Zhi-hai, Zhan, Pei-min, Du, Shi-gui, Liu, Bao-ju, Yuan, Wei-bin
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.06.2019
• Subjects: Compressive strength; Concrete; Creep; Elastic modulus; Glass powder; Microstructure; Elastic modulus; Concrete; Compressive strength; Creep; Microstructure; Glass powder
• ISSN: 1359-8368; 1879-1069
• DOI: 10.1016/j.compositesb.2018.11.133

Glass powder (GP) is a solid waste with increasing reserves. GP can be used as a supplementary cementitious material (SCM) to produce concrete in order to effectively save resources and solve environmental pollution problems. The effect of GP to replace cement partially by weight on the compressive strength, elastic modulus and creep of concrete has experimentally been studied, and the internal microstructure is also determined by mercury intrusion porosimetry, scanning electron microscope and nanoindentation techniques. The results show that the use of GP reduces the compressive strengths and elastic modulus at the early ages, but the use of GP content less than 20% increases the compressive strengths and elastic modulus at the later ages. The use of GP content less than 20% can obviously reduce the creep and the use of 20% GP content seems to be the best in terms of the reduction of the creep. The use of GP with the appropriate content can effectively improve the internal microstructure of concrete and increase the content of high density calcium silicate hydrate at the later ages which is helpful in reducing the creep. This may be attributed to the pozzolanic reaction and microfiller effect of GP.