Mathematical Problems in Engineering / 2019 / Article / Tab 2

Research Article

Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes

Table 2

The equivalent cohesive for various soils.

β (°)m
1.21.41.61.82.02.22.5

0.5202.461.821.621.521.451.411.35
301.301.291.271.241.221.201.18
401.121.151.151.141.131.121.11
501.071.091.091.091.091.081.08
601.041.061.061.061.061.061.05

1.02042.326.053.392.612.232.011.80
305.302.542.021.781.641.541.45
401.901.651.531.451.391.351.30
501.321.341.311.291.261.241.21
601.151.191.201.191.181.171.15

2.0201329.2931.199.685.554.033.262.64
30136.6610.524.873.372.702.332.01
4022.554.763.022.412.091.891.71
505.042.652.141.891.731.631.52
601.931.771.661.581.511.451.38

3.02010061.785.1818.729.035.914.473.39
301033.9228.099.135.323.873.132.53
40165.5611.875.353.642.892.472.11
5030.595.683.462.692.302.061.83
605.953.002.402.101.901.771.63

5.020129396304.2043.4916.959.746.764.71
3013296.299.8721.009.836.274.663.47
402123.0841.3311.976.564.583.612.84
50383.7318.627.344.653.532.932.42
6062.778.374.613.402.802.442.11

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