摘要
较真实地评价水库岸坡的稳定性是工程界普遍关注的问题，本文将工程地质逻辑定性分析和信息法定量分析方法结合起来，对丹江口水库库岸岸坡变形体灾害的信息进行评价和预测，分析结果可供工程设计人员参考。
How to evaluate the steady of reservo ir bank slope is very important. The stability of Danjiangkou reservoir bank slo pe is comprehensively e valuated by combining the qualitative analysis method-engineering geology logical argumentation method with the quantitative method information method. The analysis results can be referred by engineers.
出处
《灾害学》
CSCD
1999年第2期13-17,共5页
Journal of Catastrophology
关键词
信息评价
预测
水库
岸坡稳定性
岸坡变形
reservoir bank slope, deformation, information, evaluation, prediction, stability
