Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Cai Rong Lu; Xue Liang Ge; Guo Xing Mei; Wei Bao  Liu; Heng  Wang

doi:10.4028/www.scientific.net/AMR.598.608

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The Research on the Effect of the same Curing Agent for Different Types of Dredged of Mud
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The Triaxial Test Research of Asphalt-Rubber Mixture
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Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete
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Influence of Mixing Method of Mineral Admixture on Performance of Recycled Concrete
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Experimental Study on Mechanical Properties of PVA Fiber Reinforced Tailings Cementitious Composites
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Analysis of Phase-Change Gypsum Board Used on the Wall of Hot Summer and Cold Winter Regions
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Analysis on Mechanical Properties and Durability of the Chopped Basalt Fiber Reinforced Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 598Frost Resistance of Low Antifreeze Design Level...

Frost Resistance of Low Antifreeze Design Level Hydraulic Concrete

Abstract:

Frost resistance of low antifreeze design level hydraulic concrete was studied with Climate Simulation System. Three temperature of -17°C, -20°C, -30°C were chosen as the inner low temperature of concrete specimen during freezing-thawing. The properties of mass, dynamic elastic modulus, flexural strength and compressive strength of low antifreeze design level hydraulic concrete under different low temperature were compared. And the microscopic property of low antifreeze design level hydraulic concrete was observed by environmental scanning electron microscope (ESEM).