摘要
跑马坪电站厂区开挖边坡最大高度112 m,边坡开挖后存在滑动面可能性,其安全影响到整个电站的运行和安全。依据边坡地质条件,通过反演分析,提出计算参数,进行不同工况计算,根据计算结果,分析研究了不同工况的边坡稳定性,提出加固处理方案,保证了边坡的安全,对以后同类边坡的设计和研究有一定的借鉴作用。
The maximum height of the excavated side slope in the plant area of Paomaping Hydropower Station reaches 112 m,therefore,there exists the possibility of landslide,which will threaten the operation and safety of the hydropower station.In the paper,the inverse analysis is made to get the calculation parameters in the light of geological conditions.Then,according to the parameters obtained,the stability of the side slope is analyzed and studied in various working conditions,and the reinforced scheme is proposed based on the calculation results,which would not only guarantee the slope safey,but also provide references for the design and research of high slopes.
出处
《水利与建筑工程学报》
2010年第5期66-69,共4页
Journal of Water Resources and Architectural Engineering
关键词
高边坡
反演分析
计算参数
加固
high slope
inverse analysis
calculation parameter
reinforcement
