摘要
介绍了黄壁庄水库副坝塌坑Ⅳ76+1槽段进行的安全监测设计及根据此设计进行的安全监测实施,根据取得的监测资料解决了一直未能确定的主要变形地层的问题,为水库的加固施工和后期的运行安全提供了一定的依据。
The safety monitoring design and enforcement on the collapse pit Ⅳ76+1 of the auxiliary dam in Huangbizhuang Reservoir, are described. According to the monitored data, the problem of main defommation strata, which have not been defermined for a long time, is solved. It will provide a basis for reinforcing construction and safety operation of the reservoir in the future.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S1期227-229,共1页
Rock and Soil Mechanics
关键词
塌坑
渗透压力
深部水平位移
沉降
安全监测
collapse pit
seepage pressure
deep horizontal displacement
settlement
safety monitoring
