Effect of Anthropogenic and Natural Activities on a Rock Slope Failure Using Rate, State, Temperature and Pore Pressure Friction
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-4396-5_47
Reference22 articles.
1. Willie DC, Mah CW (2004) Rock slope engineering, 4rd edn. Spon Press
2. Handwerger AL, Rempel AW, Skarbek RM, Roering JJ, Hilley EG (2016) Rate-weakening friction characterizes both slow sliding and catastrophic failure of landslides. Proc Nat Acad Sci 113(37):10281–10286
3. Chau KT (1995) Landslides modeled as bifurcations of creeping slopes with nonlinear friction law. Int J Solids Struct 32(23):3451–3464
4. Singh AK, Kainthola A, Singh TN (2012) Prediction of factor of safety of a slope with an advanced friction model. Int J Rock Mech Min Sci 1997(55):164–167
5. Singh AK, Singh TN (2016) Stability of the rate, state and temperature friction model and its applications. Geophys J Int 205:636–647
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