Investigation of the freeze-thaw deterioration behavior of hydraulic concrete under various curing temperatures
Author:
Funder
National Natural Science Foundation of China
National Science Fund for Distinguished Young Scholars
Publisher
Elsevier BV
Reference45 articles.
1. Effect of polymer coatings on the freezing–thawing and carbonation resistances of nano-SiO2 and polyvinyl alcohol fiber-reinforced cementitious composites;Zhang;J. Mater. Res. Technol.,2022
2. Study on dynamic mechanical properties and meso-damage mechanism of carbon fibers recycled aggregate concrete under F-T environment;Bai;J. Build. Eng.,2023
3. Research on material selection and low-temperature anti-cracking mechanism of hydraulic asphalt concrete panels in the alpine region;Fu;Construct. Build. Mater.,2024
4. Microstructure of calcium carbonate whisker reinforced cement paste after elevated temperature exposure;Li;Construct. Build. Mater.,2019
5. Deterioration of concrete under the coupling effects of freeze–thaw cycles and other actions: a review;Wang;Construct. Build. Mater.,2022
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