Abstract

Nowadays, self-compacting concrete is used in reinforced concrete structure with heavy bars. This type of concrete is widely accepted throughout the world; therefore, it can be used as an attractive solu- tion for inner lining of tunnels. Regarding the effect of fibers in improving the concrete properties the effect of using polypropylene fiber on the behavior of arch specimens are investigated in laboratory. Therefore, specimens with dimensions of 1 m diameter, 0.5 m width, and 10 cm thickness with various reinforcing bars in arch forms were prepared and their flexural strength was investigated. The results show high abil- ity of self-compacting concrete for the inner coverage of tunnels and its increasing strength is due to use of fibers. In addition, the results indicate that by adding fibers in the amount of 0.1 % of cement weight and reinforcing bars of size number 10, the required flex- ural strength would be obtained.

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