Interaction between block caving and rock slope deformation kinematics as a function of cave position and orientation of discontinuities

2014 ◽  
Vol 123 (3) ◽  
pp. 140-148 ◽  
Author(s):  
H. M. Ahmed ◽  
E. Eberhardt ◽  
W. S. Dunbar
Author(s):  
Valentin S. Gischig ◽  
Jeffrey R. Moore ◽  
Keith F. Evans ◽  
Florian Amann ◽  
Simon Loew

2014 ◽  
Vol 74 (3) ◽  
pp. 943-958 ◽  
Author(s):  
Zelin Zhang ◽  
Gao Liu ◽  
Shuren Wu ◽  
Huiming Tang ◽  
Tao Wang ◽  
...  

Landslides ◽  
2013 ◽  
pp. 207-221 ◽  
Author(s):  
Federico Agliardi ◽  
Giovanni B. Crosta ◽  
Paolo Frattini
Keyword(s):  

2017 ◽  
Vol 14 (10) ◽  
pp. 2122-2133 ◽  
Author(s):  
Lei Zhu ◽  
Run-qiu Huang ◽  
Ming Yan ◽  
Guo-qing Chen

2021 ◽  
Vol 251 ◽  
pp. 106718
Author(s):  
Paula Hilger ◽  
Reginald L. Hermanns ◽  
Justyna Czekirda ◽  
Kristin S. Myhra ◽  
John C. Gosse ◽  
...  

Author(s):  
Valentin S. Gischig ◽  
Jeffrey R. Moore ◽  
Keith F. Evans ◽  
Florian Amann ◽  
Simon Loew

2011 ◽  
Vol 374-377 ◽  
pp. 2312-2315
Author(s):  
Yi Sheng Huang ◽  
Qi Jun Zhu ◽  
Li Jun Zhang

Based on hyperbolic nonlinear elastic constitutive model of unloading rock mass, the anchoring rock mass of excavation spillway of a hydropower station has been taken for the study. And considering the impact of excavation unloading process, three reinforcement programs are compared and analyzed. Overall, the constraint by system anchors on deformation of the spillway slope is limited. If the limit on the slope deformation is higher, pre-stressed cables are necessary.


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