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Geofluids
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2019
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Article
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Tab 4
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Research Article
An Experimental Study on the Hydromechanical Behaviours of the Evolution of Postearthquake Landslide Deposits
Table 4
Soil parameters for slope stability analysis.
Depth
(cm)
Effective cohesion
(kPa)
Effective friction angle
(°)
Natural unit weight
(kN·m
-3
)
Slope angle
(°)
25
1.5
30
18
60
50
2.5
30
18
60
75
3.0
33
18
60
100
5.0
33
18
60