4.7 Article

Road Performance Investigation on Fiber-Reinforced Recycled Cement Base Material

期刊

POLYMERS
卷 14, 期 19, 页码 -

出版社

MDPI
DOI: 10.3390/polym14194102

关键词

fiber cementitious materials; mechanical property; pavement structure; waste red brick; fiber microstructure

资金

  1. Fundamental Research Funds for the Central Universities [2572022BJ03]
  2. 67th Postdoctoral Foundation in China [2020M670872]
  3. Heilongjiang Province Studying Abroad Student (Startup Class) Scholarships

向作者/读者索取更多资源

This study investigates the reuse of discarded red bricks by studying the characteristics of the materials used in early buildings in China. The study examines the application of red brick aggregate and red brick powder for road structures and cement-stabilized materials after crushing the waste red bricks. The research provides a theoretical basis for the whole-grain recycling of waste red brick aggregate.
The characteristics of the materials used in early buildings in China have led to a large proportion of discarded red bricks among the construction waste generated by demolishing abandoned buildings. The application of red brick aggregate with a particle size <= 5 mm and red brick powder with particle size 0.125 similar to 0.75 mm (referred to as recycled brick powder) was studied in this study after the crushing of waste red brick in road structures. The research results will provide a theoretical basis for the whole-grain recycling of waste red brick aggregate. The aggregate of red brick with a particle size smaller than 2 mm was mixed with different amounts of cement soil and fiber to prepare a cement-stable binder for the sub-base material. The recycled brick powder of 0.125 similar to 0.75 mm was used to replace the quartz sand with different substitution rates. As pavement materials, different amounts of fiber were used to prepare fiber-reinforced recycled-brick-powder cementitious composites. The optimal mixing ratio of the two materials was evaluated from the mechanical properties. The results showed that the optimal mixing ratio of the cement-stable binder was as follows: waste-red-brick-aggregate content was 50%, cement content was 4%, and fiber content was 0.2%. The optimum ratio of fiber-reinforced recycled-brick-powder cementitious composites was determined to be as follows: the replacement rate of recycled brick powder is 25%, and the content of PVA fiber is 1%. The regression analysis was used to fit the equations between the fiber content and the 7d unconfined compressive strength and the tensile strength of the cement-stabilized binder for different red-brick-aggregate admixtures at 4% cement content. A scanning electron microscope was used to observe the failure modes of the fiber. The influence of failure modes, such as pulling out, fracture, and plastic deformation, on the mechanical properties was expounded.

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