Slope Stability Parameters: Taylor#50
Slope stability parameters — Taylor stability numbers (Ns) for c-phi and phi=0 soils with depth factors, infinite slope factor of safety (dry and saturated), and Bishop simplified method FS values with pore pressure ratio and seismic coefficient
| method slope | phi D key | depth factor D (dimensionless) | friction angle deg (deg) | method | notes | slope angle deg (deg) | stability number Ns (dimensionless) |
|---|---|---|---|---|---|---|---|
| Taylor#50 | phi0#D1#ru#kh | 1 | 0 | Taylor | phi=0 | 50 | 0.237 |
| Taylor#50 | phi10#D1#ru#kh | 1 | 10 | Taylor | phi=10 deg | 50 | 0.2 |
| Taylor#50 | phi20#D1#ru#kh | 1 | 20 | Taylor | phi=20 deg | 50 | 0.173 |
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