摘要
对滚弄水电站在可行性研究阶段进行了一定数量的现场岩体变形试验,介绍了试验方法,得出了可供工程设计需要的岩体弹性模量和变形模量指标,根据二者的比值评价了本工程岩体的特性,为工程设计提供了依据。
A number of on-site rock mass deformation tests during feasible study stage of Gunnong Hydropower Station have been carried out and experimental methods are introduced. Parameters of rock mass elastic and deformation modu- lus meeting engineering designs are obtained. On the basis of the ratio of the two modules, the engineering characteris- tics of the rock mass were evaluated, which provides the reference for engineering design.
出处
《水电与新能源》
2013年第5期10-15,共6页
Hydropower and New Energy
关键词
滚弄水电站
变形模量
弹性模量
Gunnong Hydropower Station
deformation modulus
elastic modulus
