摘要
铁阜高速公路K237+858~K238+026段边坡开挖后,发生滑坡,威胁到公路建设安全,根据滑坡体工程地质条件、对该边坡稳定性进行工程地质分析和数值计算分析,并对滑坡的治理原则及方案提出了建议。
The slip has arisen after excavating the slope at section of K237 + 858 - K238 + 026,which threatens the safety of highway building. In virture of geological conditions of slip body, the paper analyzes the engineering geological conditions and the numerical calculation of the slope for its stability, moreover makes suggestions on principle and plan for slip tackling.
出处
《北方交通》
2008年第11期38-40,共3页
Northern Communications
关键词
滑坡
工程地质分析
稳定性计算
Slip
Analysis of engineering geology
Calculation of stability