Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
4288-4292
DOI
10.4028/www.scientific.net/AMR.243-249.4288
Citation
Z. Luo, B. Tian, Y. Liu, "Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement", Advanced Materials Research, Vols. 243-249, pp. 4288-4292, 2011
Online since
May 2011
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Price
$32.00
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