摘要
云南8·3鲁甸地震形成的堰塞湖总库容2.6×10^(8)m^(3),属大型堰塞湖,危险级别为极高,堰塞体溃决损失严重,风险等级为I级。笔者介绍了鲁甸地震形成的红石岩堰塞湖右岸620 m高边坡的工程地质情况,分析了影响高边坡稳定的诸多因素,并针对各因素提出了适用于高边坡的综合监测技术。
The total storage capacity of the barrier lake formed by the 8·3 Ludian earthquake in Yunnan is 2.6×10^(8)m^(3).As a large barrier lake,its risk level is extremely high.The loss caused by landslide dam burst is serious,with a risk level of I.This paper introduces the geological conditions of the 620 m high slope on the right bank of Hongshiyan barrier lake,analyzes various factors affecting the stability of the high slope,and proposes a comprehensive monitoring system suitable for the high slope.
作者
李志敬
耿轶君
张庆良
朱阳
LI Zhijing;GENG Yijun;ZHANG Qingliang;ZHU yang(China Renewable Energy Engineering Institute)
出处
《大坝与安全》
2023年第3期27-30,共4页
Dam & Safety
基金
国家重点研发计划(2019YFC1509703)。
关键词
堰塞湖
地震
高边坡
综合监测技术
barrier lake
earthquake
high slope
comprehensive monitoring technology