DocumentCode
2822873
Title
Studies on anti-dip layered rock mass high slope stability model test
Author
Wang Changyong ; Zhao Hongmin
Author_Institution
Nanyang Inst. of Technol., Nanyang, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6845
Lastpage
6848
Abstract
According to layered structure of anti-dip rock slope deformation and failure mechanism of the two-dimensional and three-dimensional centrifuge model test, experimental results show that the correct choice of anchor position can inhibit the transfer of the form of toppling failure to give full play the role of anchor, and foot of the slope layered structure of the anti-orientation and stability of slope is critical.
Keywords
failure analysis; geomorphology; rocks; anchor position; antidip layered rock mass; antidip rock slope deformation; centrifuge model test; failure mechanism; high slope stability model test; layered structure; toppling failure; Analytical models; Failure analysis; Foot; Materials; Rocks; Soil; Stability analysis; analysis; excavation step; high slope; intake; simulation;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988620
Filename
5988620
Link To Document