摘要
由于黑色沥青路面强烈吸热,使多年冻土区内约60%路段的路基下人为上限逐年下降,造成冻土在垂向上呈不衔接状,形成融化核,它加剧了路基不均匀沉陷,最后导致路面破坏,一些路段路基下冻土类别发生变化或多年冻土层已完全融化。
Because dark asphalt pavement absorbes heat strongly, a subsidence of the artificial permafrost table takes place on about 60% of the highway length under roadbed year by year in the permafrost region. An unlinked condition of permafrost in vertical is caused, and a 'thawing core' is formed. There is a great influence of thawing cores on the stability of roadbed. The permafrost layer has been thawed completely or the permafrost classification has been changed under the roadbed at some sections of the road.
出处
《冰川冻土》
CSCD
北大核心
1993年第4期566-573,共8页
Journal of Glaciology and Geocryology
关键词
青藏公路
路面
多年冻土
融化核
the Qinghai-Tibet highway, asphalt pavement, the change of permafrost, thawing core