摘要
隔河岩电站东侧自然边坡的潜在不稳定性 ,直接影响到电站的安全运行 ,为此 ,对该边坡采取了削坡和预应力锚索加固等处理 ,同时采用预应力锚索测力计及深部位移监测仪器对边坡加固及整治效果进行动态监控。监测成果表明 :加固整治效果明显 ,目前 ,边坡处于稳定状态。
There exists probable unstability in the east slope of Geheyan Hydropower station, which will affect the station's safe operation. By using measures of prestressed anchorage and cutting slope, the east slope was reinforced. Some dynamometers of prestressed anchor and deep displacement measuring instruments were used to monitor the effect of reinforcement dynamically. The results demonstrate that the slope is stable.
出处
《长江科学院院报》
EI
CSCD
北大核心
2001年第3期36-38,共3页
Journal of Changjiang River Scientific Research Institute
关键词
高边坡
预应力
锚索
位移监测
水电站
high slope
prestress monitoring
dynamometer of anchor
deep displacement monitoring instrument
