Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement
2011 ◽
Vol 243-249
◽
pp. 4288-4292
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Keyword(s):
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.
Keyword(s):
2013 ◽
Vol 25
(1)
◽
pp. 11-18
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2017 ◽
Vol 131
◽
pp. 231-242
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Keyword(s):
Experimental continuously reinforced concrete pavement parameterization using nondestructive methods
2016 ◽
Vol 9
(2)
◽
pp. 263-274
2016 ◽
Vol 18
(3)
◽
pp. 75-86
Keyword(s):
2007 ◽
Vol 2037
(1)
◽
pp. 3-11
◽
2012 ◽
Vol 166-169
◽
pp. 1395-1398
2012 ◽
Vol 13
(2)
◽
pp. 235-248
◽
Keyword(s):
2021 ◽
pp. 036119812110416