摘要
库岸岸坡失稳是库区的地质灾害之一。在现场勘查和室内试验的基础上,对滑坡力学参数进行分析取值,计算和评价滑坡稳定性,预测滑坡产生的涌浪高度,为水库蓄水提供必要的防治依据。
Bank slope instability is often one of the geo-hazards. Mechanical parameters of landslides are attained based on the survey and the indoor experiment. Landslide stability is calculated and assessed. The height of the upsurges caused by land- slides is predicted too to provide the necessary basis for the storage control.
出处
《地质灾害与环境保护》
2013年第2期65-69,共5页
Journal of Geological Hazards and Environment Preservation
关键词
滑坡
力学参数
稳定性
landslide
mechanical parameter
stability
