DocumentCode
2101525
Title
Sdudy on stability and prevention and cure project of Dangjiaba landslide in Xunyang
Author
Changfu, Wu ; Zhenying, Zhang ; Kaifu, Liu ; Xuemei, Liu
Author_Institution
College of Architecture & Engineering, Zhejiang Sci-Tech University, Hangzhou, China
fYear
2010
fDate
4-6 Dec. 2010
Firstpage
1
Lastpage
4
Abstract
Dangjiaba landslide in Xunyang under natural condition is stable, whose surface locally exists shallow slipping signs. Currently, the slope toe is excavated because of real estate development. So, many tensile cracks are produced from these artificial engineering actions. Cracks existing at both sides of slope surface tend to cut-through, which illustrates the critical situation of the landslide. Then, the emergency measure such as weighting at toe of slope and sealing these cracks is taken. And the surveying, stable estimation and prevention-cure design are done. This landslide is typically triggered by human being, whose slip mode is pull-type. There exist the important power and communication facilities on the slope, so the anti-slip pile is considered. Aiming to be taken warning by hither engineering in this area.
Keywords
Educational institutions; Estimation; Geology; Soil; Stability analysis; Surface cracks; Terrain factors; landslide; limit equilibrium method; slip surface; stability;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Science and Engineering (ICISE), 2010 2nd International Conference on
Conference_Location
Hangzhou, China
Print_ISBN
978-1-4244-7616-9
Type
conf
DOI
10.1109/ICISE.2010.5689360
Filename
5689360
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