青海哈那里滑坡稳定性研究  

STABILITY ASSESSMENT OF A LANDSLIDE AT HANALI IN QINGHAI

作　　者：胡莹[1] 

机构地区：[1]青海大学建工系,西宁810016

出　　处：《工程地质学报》2006年第3期295-300,共6页Journal of Engineering Geology

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.

关 键 词：哈那里 滑坡 稳定系数 稳定性评价 

分 类 号：P642.22[天文地球—工程地质学]