Nc: Bearing capacity factor Nc

NcR Documentation

Bearing capacity factor Nc

Description

Taken from "geotech" package. Calculate the bearing capacity factor Nc using either the Terzaghi or Vesic methods.

Usage

Nc(phi, case = "general", method = "Terzaghi")

Arguments

phi

Friction angle in degrees

case

"general" or "local" to indicate general or local shear failure ("general" is default)

method

"Terzaghi" or "Vesic" ("Terzaghi" is default)

Value

Bearing capacity factor

References

Coduto, D.P., Kitch, W.A., and Yeung, M.R. (2016). Foundation Design: Principles and Practices, Pearson, Boston.

Terzaghi, K. (1943). Theoretical Soil Mechanics, John Wiley, New York

Vesic, A.S. (1973). Analysis of Ultimate Loads of Shallow Foundations, ASCE Journal of the Soil Mechanics and Foundations Division, Vol. 99, No. SM1, pp. 45-73.

Examples

Nc(phi = 20, case = "local", method = "Terzaghi")


maxgav13/GMisc documentation built on June 12, 2022, 3:48 a.m.