摘要
通过对3个代表性堆积层滑坡的特征分析,根据滑坡特点及气候特征,采用传递系数法分析了暴雨作用前后边坡的稳定性。计算结果表明,降雨入渗后边坡的稳定系数降低较多,并提出了截流、排水及抗滑桩等加固措施。
The article analyzes the characteristics of three representative accumulated layer landslides,and uses the transfer coefficient method to analyze the stability of the slope before and after rainstorm according to the landslide characteristics and the climate characters.The calculation results show that the stability coefficient of the slope after rainfall infiltration reduces more,and the reinforcing measures of interception,drainage and anti-slide pile are put forward.
出处
《城市道桥与防洪》
2012年第2期19-21,6,共3页
Urban Roads Bridges & Flood Control
关键词
堆积层滑坡
传递系数法
边坡稳定
accumulated layer landslide,transfer coefficient method,slope stability
