摘要
在相关文献研究的基础上,列举出诱发巫山神女溪滑坡的因素,从而分析巫山神女溪由于三峡水库蓄水前后,水位变动诱发库岸滑坡的机理,研究其破坏形成机制是防治库岸滑坡的核心。简述在库水位变化情况下,岸坡库水间相互作用及其岸坡稳定性分析的计算方法。
Based on the pre-study of the related research, the failure mechanism for Fariy-River shore slope which is located in Fairy-River scenic area of sorcery mountain is analyzed, because of the water level＇ s change between the Three Gorges Reservoir retains water front and back. It is key part to prevent and cure a database shore slippery ascent by analyzing the formation mechanism＇ s break. All the same,simple statement the calculation method about the slop＇ s stability analysis under the water level change situation . What＇ s more, it is required to discuss the shore slope cause of second-class slope, and some prevention and cure counterplots are put forward.
出处
《重庆交通大学学报（自然科学版）》
CAS
北大核心
2011年第A01期700-704,共5页
Journal of Chongqing Jiaotong University(Natural Science)
基金
交通运输部西部交通建设科技项目(2009318221035)
关键词
水位变动
岸坡稳定性
破坏机制
稳定性分析
water level change
shore ascent stability
mechanism of breakdown
stability analysis
