Failure probability model and meso-degradation law of high performance cement-based composites in salt-frozen environment

Author:

Qin Lida1234,Hao Yunhong1345,He Xiaoyan45

Affiliation:

1. School of Science, Inner Mongolia University of Technology, Hohhot, China

2. School of Environmental Art and Architectural Engineering, Heilongjiang University of Technology, Jixi, China

3. The Inner Mongolia Key Laboratory of Civil Engineering Structure and Mechanics, Hohhot, China

4. The Inner Mongolia Autonomous Region Construction Inspection and Appraisal and Safety Assessment Engineering Technology Research Center, Hohhot, China

5. School of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China

Funder

Natural Science Foundation of China

Natural Science Foundation of Inner Mongolia Autonomous Region

Science and Technology Plan Project Foundation of Inner Mongolia Autonomous Region

Heilongjiang Provincial Undergraduate Colleges and Universities Fundamental Scientific Research Special Fund Project

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Reference24 articles.

1. Damage mechanisms of ultra-high-performance concrete under freeze–thaw cycling in salt solution considering the effect of rehydration

2. ASTM C143/C143 M-10a. (2010). Standard test method for slump of hydraulic cement concrete. In: American society for testing and materials, vol 04.02. ASTM, Philadelphia.

3. ASTM C231/C231 M-10. (2010). Standard test method for air content of freshly mixed concrete by the pressure method. In American society for testing and materials, vol 04.02. ASTM, Philadelphia.

4. ASTM C39/C39 M-10. (2010). Standard test method for compressive strength of cylindrical concrete specimens. In: American society for testing and materials, vol 04.02. ASTM, Philadelphia.

5. ASTM C496/C496 M-11. (2010). Standard test method for splitting tensile strength of cylindrical concrete specimens.In: American society for testing and materials, vol 04.02. ASTM, Philadelphia.

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