Determines the slope stability using the infinite slope analysis. 1 January 2016
FSinf(c, phi, gamma, gammaW = NA, alpha, D, zw, metric)Factor of safety against shear failure on slopes using infinite slope analyses
= soil cohesion [Soil parameter]
= soil friction angle (degrees) [Soil parameter]
= soil unit weight [Soil parameter]
= unit weight of water (default = 62.4 pcf for English units; 9.81 kN/m^3 for metric units) [Soil parameter]
= slope angle (degrees) [Slope geometry]
= depth to failure plane [Slope geometry]
= distance of groundwater table above failure plane (use 0 for a dry slope and D for a submerged slope with parallel seepage) [Slope geometry]
= logical variable: TRUE (for metric units: kN/m^3) or FALSE (for English units: pcf) [this is needed if gammaW is unspecified] [Units]
Jim Kaklamanos and Kyle Elmy
Coduto, D. P., M. R. Yeung, and W. A. Kitch, Geotechnical Engineering: Principles and Practices, 2nd Edition, Prentice Hall, Upper Saddle River, N.J., 2011, 794 pp.