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Geofluids
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2019
/
Article
/
Tab 1
/
Research Article
Model Test and Numerical Analysis on the Deformation and Stability of a Landslide Subjected to Reservoir Filling
Table 1
Similar ratio of principal parameters (
).
Items
Gravity (
)
Length (
)
Density (
)
Elastic modulus (
)
Similar ratio
1
1
Items
Cohesion (
)
Friction angle (
)
Permeability coefficient (
)
ā
Similar ratio
1
ā