DocumentCode
3171682
Title
Infinite slope model of rainfall-induced landslide
Author
Wei, Fang ; Guolin, Yang ; Xiaohong, Liu ; Liming, Li
Author_Institution
Sch. of Civil Eng. & Archit., Central South Univ., Changsha, China
fYear
2011
fDate
16-18 April 2011
Firstpage
3201
Lastpage
3205
Abstract
Assuming slope failures of weathered soil to be shallow sliding under heavy rainfall, an infinite slope model for slope stability analysis is proposed, in which the infiltration depth is explicitly expressed by time and the seepage force is taken into account. Comparative study on the influence of parameters is conducted, which shows that matric suction plays an insignificant role in slope stability while comparing to the slope angle and infiltration depth.
Keywords
geomorphology; geotechnical engineering; rain; soil; infinite slope model; matric suction; rainfall-induced landslide; slope stability analysis; weathered soil; Civil engineering; Educational institutions; Green products; Hafnium; Soil; Stability analysis; Terrain factors; infiltration; infinite slope model; safety factor; seepage force; weathered soil;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769430
Filename
5769430
Link To Document