Slope Stability Parameters
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
Attributes
method
slope_angle_degdeg
friction_angle_degdeg
cohesion_ratio_c_over_gamma_Hdimensionless
stability_number_Nsdimensionless
depth_factor_Ddimensionless
factor_of_safetydimensionless
pore_pressure_ratio_rudimensionless
seismic_coefficient_khdimensionless
notes
Browse data
Taylor#153 rowsTaylor#203 rowsTaylor#253 rowsTaylor#303 rowsTaylor#353 rowsTaylor#403 rowsTaylor#453 rowsTaylor#503 rowsTaylor#551 rowTaylor#603 rowsTaylor#701 rowTaylor#753 rowsTaylor#801 rowTaylor#903 rowsinfinite_slope#152 rowsinfinite_slope#203 rowsinfinite_slope#252 rowsinfinite_slope#303 rowsBishop_simplified#201 rowBishop_simplified#253 rowsBishop_simplified#303 rowsBishop_simplified#351 rowBishop_simplified#401 rowBishop_simplified#451 row
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