Slope Stability Parameters: Taylor#75

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

Civil Engineeringmethod_slope: Taylor#753 rows
method slopephi D keydepth factor D (dimensionless)friction angle deg (deg)methodnotesslope angle deg (deg)stability number Ns (dimensionless)
Taylor#75phi0#D1#ru#kh10Taylorphi=0750.296
Taylor#75phi10#D1#ru#kh110Taylorphi=10 deg; approaching vertical750.247
Taylor#75phi20#D1#ru#kh120Taylorphi=20 deg750.228

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