DocumentCode
1620906
Title
Stability Analysis of Open-Pit Slope in Rock Movement Zone Based on Simulation and BP Network
Author
Rui, Tang ; Fangwei, He
Author_Institution
Min. Eng. Coll., Hebei United Univ., Tangshan, China
fYear
2012
Firstpage
2040
Lastpage
2042
Abstract
Aiming at the stability problems of rock moving zone slope in Sanyou Limestone Mine and using elastic-plastic finite element theory by ANSYS software as analysis tools, the stability of side slope in typical section is simulated and analyzed. BP neutral network is also used to verify the results of simulation to further improve the reliability of the forecast and work out optimal value of final open-pit slope angle in the rock moving zone.
Keywords
backpropagation; finite element analysis; geotechnical engineering; mechanical stability; mining; reliability; rocks; ANSYS software; BP neutral network; Sanyou limestone mine; elastic-plastic finite element theory; open-pit slope angle; rock movement zone; rock moving zone slope stability problems; stability analysis; Educational institutions; Finite element methods; Plastics; Predictive models; Rocks; Stability analysis; Training; ANSYS; BP network; Rock moving zone; Slope stability;
fLanguage
English
Publisher
ieee
Conference_Titel
Industrial Control and Electronics Engineering (ICICEE), 2012 International Conference on
Conference_Location
Xi´an
Print_ISBN
978-1-4673-1450-3
Type
conf
DOI
10.1109/ICICEE.2012.542
Filename
6322833
Link To Document