摘要
通过对哈那里滑坡工程地质勘察,查明了该滑坡由9个滑坡体共同组成,研究了各滑坡体的性质、特征和分类。在此基础上,按稳定性系数对哈那里滑坡稳定性进行了评价。
This paper presents a stability assessment of the landslide occurred at Hanali. The field geological investigation has shown that the Hanali landslide was composed of nine parts. The characteristics and classification of each of the nine landslide parts were studied. On the basis of the field investigation, a theoretical stability assessment of the Hanali landslide is carried out according to the stability coefficients. The stability coefficient is deduced in this paper.
出处
《工程地质学报》
CSCD
2006年第3期295-300,共6页
Journal of Engineering Geology
关键词
哈那里
滑坡
稳定系数
稳定性评价
landslide, Stability coefficient, Stability assessment
