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
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;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
DOI :
10.1109/MACE.2011.5988620
