Abstract

Global Geology 2012, 15(3) 221-224 DOI: ISSN: 1673-9736 CN: 22-1371/P

Current Issue | Archive | Search [Print] [Close]

��

	Information and Service

	This Article
	Supporting info
	PDF(227KB)
	[HTML]
	Reference
	Service and feedback
	Email this article to a colleague
	Add to Bookshelf
	Add to Citation Manager
	Cite This Article
	Email Alert
	Keywords
	Shuitianba
	landslide stability
	sensitivity analysis
	transfer coefficient method
	Authors
	PubMed

Landslide stability for Shuitianba in the Three Gorges area

YANG Zhishuang��XI Panpan and JIN Jianfu

College of Construction Engineering��Jilin University��Changchun 130012��China

Abstract��

According to the data of preliminary survey��the authors established a landslide geological model�� on the basis of analyses on the sensitivity of landslide��tried to simulate and calculate the landslide stability of Shuitianba with the method of transfer coefficient when it is under different strength parameters��and study the landslide mechanism�� The results show that it is sensitive to the effects of shear strength parameters of sliding zone and groundwater level on landslide stability safety coefficient��which provides reliable basis for calculation of landslide stability��

Keywords�� Shuitianba landslide stability sensitivity analysis transfer coefficient method

Received Revised Online:

DOI:

Fund:

Corresponding Authors:

Email:

About author:

References��

Similar articles

1��LI Yong, REN Yunsheng, HAO Yujie, YANG Qun.Ore-forming fluid characteristics and genesis of vein-type lead-zinc mineralization of Xiaohongshilazi deposit,Jilin Province, China[J]. Global Geology, 2017,20(4): 191-199

2��WANG Yang, SUN Fengyue, GAO Hongchang, HE Shuyue, QIAN Ye, XU Chenghan.Geochronology and geochemistry of Hutouya monzonitic granite of Qimantage, Qinghai[J]. Global Geology, 2017,20(4): 208-216

3��LIU Hang, ZHU Jianwei, CHEN Jingwu.Application of sedimentary pyrite in paleo-environment:a case study of Meihe Formation[J]. Global Geology, 2017,20(4): 229-236