摘要
武当山榔梅仙祠受到不稳定斜坡体威胁，通过时不稳定斜坡变形特征、形成条件及演化发展过程分析，确定其变形地质力学模式为滑移～拉裂型，有可能失稳下滑，须采取有效的防治措施。
The famous Langmeixian temple is on the risk of a slope, whose deformation, conditions and evolution have been discussed in the paper. The geomechanics model for its deformation is slip - drawing breakage. This slope could be unstable and should be treated properly.
出处
《资源环境与工程》
2006年第2期144-146,共3页
Resources Environment & Engineering
关键词
不稳定斜坡
变形
地质力学模式
防治
unstable slope
deformation
geomechanics model
prevention and treatment
