摘要
通过对永漳公路K15 +183深挖路堑的观测 ,从稳定性分析评析和变形两方面对影响土质路堑边坡变形及稳定性的因素作了介绍 。
Based upon observation on the K15+183 deep excavated cut in Yongchang highway the factors influencing the deformation and stability of soil cutting side slope are introduced. At the same time proposals are summarized for cut side slope excavation.
出处
《山西建筑》
2004年第7期104-105,共2页
Shanxi Architecture
