Geology Reference
In-Depth Information
Table 6.4 Performance of slopes under dynamic loading
Class
Condition
Details and examples
1. Stable
Acceleration less than that
necessary to cause permanent
displacement
2. Permanent
displacement
but stable
FoS post-quake > 1.0
Damage may allow deterioration
and later collapse
Tension cracks resulting from Erzincan earth-
quake, Turkey, 1992
3. Failure
Metastable condition so that
acceleration leads to cata-
strophic failure directly
Reducing shear strength so that
FoS is less than 1.0 after earth-
quake shaking has
finished.
Deteriorating condition follow-
ing earthquake
e.g. Tsao ling reactivated landslide, Chi Chi earth-
quake, Taiwan, 1999
Rise in water pressure due to
collapse of soil structure or
regional changes in hydrogeolo-
gical conditions
Rockfalls and other landslides may continue for
days after an earthquake
 
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