Ground response curves for rock masses exhibiting strain-softening behaviour

2003 ◽  
Vol 27 (13) ◽  
pp. 1153-1185 ◽  
Author(s):  
E. Alonso ◽  
L. R. Alejano ◽  
F. Varas ◽  
G. Fdez-Manin ◽  
C. Carranza-Torres
Keyword(s):  
Strain Softening ◽  
Rock Masses ◽  
Response Curves ◽  
Ground Response ◽  
Softening Behaviour

Progressive failures in eastern Canadian and Scandinavian sensitive clays

2011 ◽  
Vol 48 (11) ◽  
pp. 1696-1712 ◽  
Author(s):  
Ariane Locat ◽  
Serge Leroueil ◽  
Stig Bernander ◽  
Denis Demers ◽  
Hans Petter Jostad ◽  
...  
Keyword(s):  
Failure Mechanism ◽  
Strain Softening ◽  
Progressive Failure ◽  
Earth Pressure ◽  
Failure Surface ◽  
Eastern Canada ◽  
Stress Strain ◽  
Softening Behaviour ◽  
Strain Behaviour

Observations from past events are used to show that the concept of progressive failure may explain translational progressive landslides and spreads — large landslides occurring in sensitive clays. During progressive failure, the strain-softening behaviour of the soil causes unstable forces to propagate a failure surface further in the slope. Translational progressive landslides generally take place in long, gently inclined slopes. Instability in a steeper upslope area is followed by redistribution of stress, which increases earth pressure further downslope. Passive failure may therefore occur in less-inclined ground, heaving the soil. Spreads are usually trigged by erosion of a deposit having a higher angle near the toe. Instability starts near the toe of the slope and propagates into the deposit, reducing earth pressure. This may lead to the formation of an active failure with dislocation of the deposit into horsts and grabens. The failure mechanism of both types of landslides is controlled by the stresses in the slope and the stress–strain behaviour of the soil. The mechanism presented explains the sensitivity of a slope to minor disturbances and the resulting high retrogressions observed for such landslides in Scandinavia and eastern Canada.

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