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Form and mechanism of sulfate attack on cement-based material made of limestone powder at low water-binder ratio under low temperature conditions
Authors:Juanhong Liu  Shaomin Song  Guoqiang Xu  Weiguo Xu
Affiliation:1. College of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China
2. Beijing Municipal Key Lab of Green Buildings and Energy-saving Technology, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
3. College of Civil and Architectural Engineering, Hebei Polytechnic University, Tangshan, 063009, China
4. Dept. of Orthopaedics, Tongji Hospital Affiliated to Tongji Medical College, Huazhong University of Science and Technology, Wuhan, 430030, China
Abstract:The development of strength and the form of attack of cement-based material made of limestone powder at low water-binder ratio under low-temperature sulfate environment were studied. The results indicate that when water-binder ratio is lower than 0.40, the cement-based material with limestone powder has insignificant change in appearance after being soaked in 10% magnesium sulfate solution at low temperature for 120 d, and has significant change in appearance after being soaked at the age of 200 d. Expansion damage and exfoliation occur on the surface of concrete test cube at different levels. When limestone powder accounts for about 28 percent of cementitious material, with the decrease of water-binder ratio, the compressive strength loss has gradually decreased after the material is soaked in the magnesium sulfate solution at low temperature at the age of 200 d. After the specimen with the water-binder ratio of less than 0.4 and the limestone powder volume of greater than 20% is soaked in 10% magnesium sulfate solution at low temperature at the age of 200 d, gypsum attack-led destruction is caused to the concrete test cube, without thaumasite sulfate attack.
Keywords:low water-binder ratio  limestone powder  cement-based material  low-temperature sulfate attack concrete
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