scholarly journals Thermomechanical forcing of deep rock slope deformation: 1. Conceptual study of a simplified slope

2011 ◽  
Vol 116 (F4) ◽  
Author(s):  
Valentin S. Gischig ◽  
Jeffrey R. Moore ◽  
Keith F. Evans ◽  
Florian Amann ◽  
Simon Loew
Keyword(s):  
Rock Slope ◽  
Slope Deformation ◽  
Deep Rock ◽  
Conceptual Study

Thermomechanical forcing of deep rock slope deformation: 2. The Randa rock slope instability

2011 ◽  
Vol 116 (F4) ◽  
Author(s):  
Valentin S. Gischig ◽  
Jeffrey R. Moore ◽  
Keith F. Evans ◽  
Florian Amann ◽  
Simon Loew
Keyword(s):  
Rock Slope ◽  
Slope Deformation ◽  
Slope Instability ◽  
Deep Rock

Numerical Simulation on Failure Mechanism of Rock Slope Using RFPA

2011 ◽  
Vol 50-51 ◽  
pp. 568-572 ◽  
Author(s):  
Nu Wen Xu ◽  
Chu Nan Tang ◽  
Chun Sha ◽  
Ru Lin Zhang
Keyword(s):  
Rock Slope ◽  
Slip Surface ◽  
Process Analysis ◽  
Failure Process ◽  
Numerical Code ◽  
Natural State ◽  
Left Bank ◽  
Good Tool ◽  
Deep Rock ◽  
The Stability

This research applied a numerical code, RFPA2D (Realistic Failure Process Analysis) to evaluate the stability and investigate the failure mode of the high rock slope during excavations based on Strength Reduction Method (SRM). The corresponding shapes and positions of the potential slip surfaces are rationally simulated in different stages, and the related safety coefficients are obtained, which agrees well with the allowable minimum safety factors of the slope. The numerical results show that the safety coefficient drops from 1.25 at the natural state to 1.09 after excavation, and then increases to 1.35 after slope reinforcement. Moreover, the potential slip surface of the left bank moves into deep rock mass after taking support measures, which demonstrates the reinforcement is reasonable and efficient. The study shows that cracks and faults will cause crucial influences on the slope stability, and RFPA2D is a good tool to directly display the potential slip surface of the slope, which will offer valuable guidance for bolt support.

Rock slope deformation mechanism in the Cihaxia Hydropower Station, Northwest China

2014 ◽  
Vol 74 (3) ◽  
pp. 943-958 ◽  
Author(s):  
Zelin Zhang ◽  
Gao Liu ◽  
Shuren Wu ◽  
Huiming Tang ◽  
Tao Wang ◽  
...  
Keyword(s):  
Deformation Mechanism ◽  
Rock Slope ◽  
Northwest China ◽  
Slope Deformation ◽  
Hydropower Station

Slow rock-slope deformation

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

Geological analysis of gravitational rock slope deformation: a case from Nujiang River, China

2017 ◽  
Vol 14 (10) ◽  
pp. 2122-2133 ◽  
Author(s):  
Lei Zhu ◽  
Run-qiu Huang ◽  
Ming Yan ◽  
Guo-qing Chen
Keyword(s):  
Rock Slope ◽  
Slope Deformation ◽  
Nujiang River ◽  
Geological Analysis

scholarly journals Permafrost as a first order control on long-term rock-slope deformation in (Sub-)Arctic Norway

2021 ◽  
Vol 251 ◽  
pp. 106718
Author(s):  
Paula Hilger ◽  
Reginald L. Hermanns ◽  
Justyna Czekirda ◽  
Kristin S. Myhra ◽  
John C. Gosse ◽  
...  
Keyword(s):  
Rock Slope ◽  
Slope Deformation ◽  
First Order
Sign in / Sign up

Export Citation Format

Share Document