摘要
通过路基工程的对流、辐射换热分析 ,从对流的角度得出沿迎风面、路面的换热通量与x- 1/2 成正比 ,从而说明了路肩冻胀、滑塌等不均匀变形的原因。在一定程度上 ,对在多年冻土区的路基设计。
It inferred to the heat exchange flux of pavement is direct proportio n with x -1/2 from convective heat transfer angle through convention an d radiation heat exchange analysis. The reason of the univeren road shoulder deformation, su ch as frost-expand, collapse and so on, is explained, it hel ps to design and construction of roadbed in permafrost area.
出处
《土工基础》
2004年第1期34-36,共3页
Soil Engineering and Foundation
