摘要
本文选定西宁市东川北侧丘陵前缘做为评价对象,采用二态变量信息量法,对斜坡稳定性进行试评价。通过本次尝试性计算评价,与实际情况对比检验,其准确率达到89%。故本方法在斜坡稳定性评价中较为实用。
This article makes an assessment on the stability of a hilly land's front slope located at Dongchuan,Xining city,by adopting the binary information content method.Comparing the result of this triel celculsting method with that of practical surveying,the accuracy of this celculating method reached 89%.This celculating method is thought to be a prectical way in assessing the stability of slope.
出处
《水文地质工程地质》
CAS
CSCD
1998年第4期25-27,共3页
Hydrogeology & Engineering Geology
关键词
评价单元
斜坡稳定性
信息量法
滑坡
binary information content method
assessment unit
slope stability
