摘要
滑坡会对下游水利设施的正常运行造成严重影响。以广东省某水电站上游的HP-3滑坡体为例,利用数值模拟的方法对抗滑桩的桩间距、桩长两个主要施工参数进行优化研究,并获得最佳设计方案。施工后监测数据显示,治理效果良好。
Landslide may seriously affect the normal operation of water conservancy facilities downstream. Taking the HP-3 landslide upstream of a hydropower station in Guangdong province as example, two construction parameters of anti-slide pile spacing and pile length were optimized by numerical simulation method, based on which the best design scheme was determined. The monitoring data after the construction was completed demonstrate good treatment effects.
作者
刘意美
LIU Yi-mei(Water Conservancy and Hydropower Survey and Design Institute of Meizhou City,Meizhou 514000,China)
出处
《广西水利水电》
2019年第6期20-24,31,共6页
Guangxi Water Resources & Hydropower Engineering
关键词
滑坡体
抗滑桩
参数优化
Landslide
anti-slide pile
parameter optimization
