摘要
结合对潮湖—大峰110 kV送电线路60号铁塔基础岩石边坡加固设计,通过数值模拟稳定分析和现场观测结果分析,对送电线路工程中岩石开挖边坡进行较为深入的研究。
Based on the design of No. 60 Iron Tower rock foundation side slope strengthening of 110KV transmission line from Chaohu-Defeng, further study of the transmission line engineering of rock excavation side slope has been done through the value imitating stability analysis and the site watch result analysis.
出处
《西北电力技术》
2004年第4期46-48,共3页
Northwest China Electric Power
关键词
送电线路工程
铁塔基础
岩石边坡
加固设计
数值模拟
Rock Excavation Side Slope
Value Analysis
Anchorage strengthening
Transmission Line
