摘要
The article mainly discusses several essential problems of cold region pavement, including ther-mal cracking of asphalt concrete, cracking deterioration and heaving, frost heave, seasonal and long termroughness induced by different frost heave, frost heave cracking, bearing capacity loss during springthaw. The reason for these problems is that cold region pavements are subjected to intense solicitation byclimatic and environmental factors.The author offers several models corresponding to the solicitation.Furthermore in conclusion of the article the author indicates future research for cold region.