Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement

Zhu Luo; Bo Tian; Ying Liu

doi:10.4028/www.scientific.net/AMR.243-249.4288

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Experimental Study on Water Seepage Rate with...

Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement

Abstract:

In order to discover the water damage mechanism of CRCP, the simulation test was established to study the relationship between crack width and seepage rate. The results show that the seepage rate increases with the widening of crack. For reducing water damage and improving pavement performance, some essential waterproof measures, according to the amount of rainfall, should be taken in designing the CRCP.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4288-4292

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.4288

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Online since:

May 2011

Authors:

Zhu Luo, Bo Tian, Ying Liu

Keywords:

Continuously Reinforced Concrete Pavement (CRCP), Crack Width, Road Engineering, Seepage Rate

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References

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