Abstract

This study aims to study the influence of a lightly burned magnesium oxide (LBMO) expansion agent on the rheological properties (the slump flow, plastic viscosity and variation of shear stress) of cement-based materials. Four different mass contents (i.e., 0%, 3%, 6% and 9%) of LBMO were selected. The following compressive strength and expansion value of the corresponding cement concrete were tested. Cement concrete with two strength grades of 30 MPa and 50 MPa (C30 and C50) was selected. Results indicated that the addition of LBMO can effectively decrease the fluidity and increase the plastic viscosity of fresh cement paste. An optimum dosage (3%) of LBMO is the most advantageous to the compressive strength of cement concrete. The addition of LBMO can increase the expansion rate of cement concrete, thus preventing inside cracks. Moreover, the incorporation of LBMO led to a reduction in the fluidity of the cement paste and an increase in plastic viscosity. The addition of LBMO can increase the expansion rate of cement concrete, thus preventing inside cracks. It can be found that little difference exists in the compressive strength and the expansion rate of cement concrete with strength grades of 30 MPa and 50 MPa. Finally, the increased dosage of LBMO, curing age and compressive strength led to improving the carbonization resistance of cement concrete.

Highlights

  • Concrete cracking has always been a complex problem in the engineering field

  • To evaluate the influence of lightly burned magnesium oxide (LBMO) on the rheological properties of fresh cement paste, LBMO was added into the cementitious paste with respect to the total weight of the binder material

  • To prepare the fresh paste, cement, fly ash, slag powder and magnesia were mixed in proportion, and the binder material mixture and water were added to a cement slurry mixer and stirred slowly for 120 s

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Summary

Introduction

Concrete cracking has always been a complex problem in the engineering field. Cracks in concrete seriously affect buildings’ safety, shorten the service life and even lead to enormous economic loss [1,2,3,4,5]. The expansion speed is too fast when they are applied in cement-based materials, and an expansive agent with a fast hydration rate may not be able to compensate for the shrinkage effect in the later stage [13,14]. These properties of calcium oxide and ettringite restrict their wide application in modern concrete structures. Compared with calcium oxide and ettringite expansive agents, cement-based materials with a lightly burned magnesia expansive agent may show stronger carbonation resistance [23,24]. The specific surface areas of FA, BFS and cement in this study were 387 m2/kg, 421 m2/kg and 391 m2/kg, respectively

Samples Preparation
Measurement
Results and Discussion
The Compressive Strength and Expansion Value Rate of Concrete
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