摘要
对一急倾斜厚煤层采空区上的某500 kV架空送电线路S、G号塔的变形进行了岩土工程治理,并根据两年多的塔基变形监测数据,对塔基稳定性和治理效果进行了监控及评价。
On the mined out area of the thick sharp dip angle the Number S and G metal tower deformation of a certain 500 kV overhead transmission line have been treated by geotechnical engineering measures . It has been taken for more two years or more for engineers to monitor the tower foundation deformation data, which have been used to value, monitor and control the stability and treatment effect of the tower foundation.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期427-430,共4页
Rock and Soil Mechanics
关键词
采空区
变形
监测
评价
mined out area
deformation
monitoring
evaluation
