Undrained.Response: Calculate undrained pressure response to volume strain

Description Usage Arguments

Description

Calculate undrained pressure response to volume strain

Usage

1
Undrained.Response(mu, B, nu_u = NULL, as.areal = FALSE)

Arguments

mu

numeric; the shear modulus of the rock, in Pa

B

numeric; Skempton's coefficient [0,1]

nu_u

numeric; the undrained Poisson's ratio

as.areal

logical; should the response be to areal strain rather than volume strain? This assumes plane stress (a traction free surface) and thus the form of vertical strain.


abarbour/hydrogeo documentation built on May 10, 2019, 4:06 a.m.