• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4D
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• pp.609-615
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• 2006

Crack and seat method has been used in United States to prevent reflection cracks of overlay that may be caused by excessive movement at discontinuity of old concrete pavement. This method provide optium space of discontinuity by generating additional discontinuity in old concrete pavement. In this study the effect of various factors on the performance such as IRI and distress at after applying crack and seat method were investigated by using LTPP data.

• 한국도로학회:학술대회논문집
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• 2006.03a
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• pp.97-104
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• 2006