摘要
对湖南省某500 kV输电线路嵌固式岩石基础进行真型试验,根据试验结果,分析基础承载特性和破坏机理,采用极限平衡理论验算基础稳定性,在综合造价分析的基础上指出嵌固式岩石基础的经济性和环保性。
During a 500 kV line embedded rock foundation full scale test in Hunan Province, foundation load bearing characteristics and failure mechanisms are analyzed based on test data. Limit equilibrium theory is used to calculate foundation stability. The economy and environmental friendliness of rock foundation are pointed out according to comprehensive cost analysis.
出处
《电力建设》
2007年第9期18-20,共3页
Electric Power Construction
关键词
杆塔基础
嵌固式岩石基础
抗拔试验
pole and tower foundations
embedded rock foundation
antilift tests
