Calculate undrained pressure response to volume strain
1 | Undrained.Response(mu, B, nu_u = NULL, as.areal = FALSE)
|
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. |
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