DocumentCode
525863
Title
Analysis of railway landslide stability under the earthquake effect
Author
Zihong, Yin ; Yin, Zihong ; Shichao, Cao
Author_Institution
Sch. of Civil Eng., Southwest Jiao tong Univ., Chengdu, China
Volume
1
fYear
2010
fDate
12-13 June 2010
Firstpage
189
Lastpage
192
Abstract
Based on the Infinite Element Theory, considering the acceleration of earthquake for reflecting the earthquake loads as the main factor, taking the landslides of DeChang and MiYi for example, conduct the kinematics analysis of landslide under the effects of earthquake. Use the software GEO-SLOPE to imitate the impact mechanism of earthquake to landslide, employ QUAKE/W module analysis software to solve the problems and discuss the variation of the stability of landslide.
Keywords
earthquakes; geomorphology; railways; DeChang landslide; GEO-SLOPE software; MiYi and; QUAKE/W module analysis software; earthquake effect; earthquake loads; impact mechanism; infinite element theory; kinematics analysis; railway landslide stability analysis; Geology; Earthquake; landslide; stability analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer and Communication Technologies in Agriculture Engineering (CCTAE), 2010 International Conference On
Conference_Location
Chengdu
Print_ISBN
978-1-4244-6944-4
Type
conf
DOI
10.1109/CCTAE.2010.5543876
Filename
5543876
Link To Document