Table 3 Material physical and mechanical parameters.

From: Study on seismic response characteristics of living stumps slope based on large-scale shaking table test

Material Type

Density/\(\:{\uprho\:}（\text{g}/{\text{c}\text{m}}^{3}）\)

Poisson’s Ratio/\(\:{\upmu\:}\)

Internal Friction Angle/\(\:{\upphi\:}(^\circ\:)\)

Cohesive Soil

1.837

0.3

17

Bedrock

2.202

0.38

22.5

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