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geotech (version 1.0.2)

FSinf: Slope Stability (Infinite Slope Analysis)

Description

Determines the slope stability using the infinite slope analysis. 1 January 2016

Usage

FSinf(c, phi, gamma, gammaW = NA, alpha, D, zw, metric)

Value

Factor of safety against shear failure on slopes using infinite slope analyses

Arguments

c

= soil cohesion [Soil parameter]

phi

= soil friction angle (degrees) [Soil parameter]

gamma

= soil unit weight [Soil parameter]

gammaW

= unit weight of water (default = 62.4 pcf for English units; 9.81 kN/m^3 for metric units) [Soil parameter]

alpha

= slope angle (degrees) [Slope geometry]

D

= depth to failure plane [Slope geometry]

zw

= distance of groundwater table above failure plane (use 0 for a dry slope and D for a submerged slope with parallel seepage) [Slope geometry]

metric

= logical variable: TRUE (for metric units: kN/m^3) or FALSE (for English units: pcf) [this is needed if gammaW is unspecified] [Units]

Author

Jim Kaklamanos and Kyle Elmy

References

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.