STABILITY ASSESSMENT OF A LANDSLIDE AT HANALI IN QINGHAI

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.