Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement
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.
Chaohe Chen, Yong Huang and Guangfan Li
Z. Luo et al., "Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement", Advanced Materials Research, Vols. 243-249, pp. 4288-4292, 2011