摘要
简述了徽杭高速公路的竹岭隧道左线滑坡的工程地质条件 ,研究了滑坡裂隙分布的形态 ,分析了滑坡的成因机理 。
The geological condition of a landslide in the left l ine of Juling tunnel in Hui-hang superhighway is discribed. The distri bution and conditon of cracks is investigated. The mechanism of the formation of slide is analysed and the remedy is presented.
出处
《土工基础》
2004年第1期12-15,共4页
Soil Engineering and Foundation
