Undrained.Response: Calculate undrained pressure response to volume strain
In abarbour/hydrogeo: Tools for hydrogeology and poroelasticity
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.
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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. |
R Package Documentation
Browse R Packages
We want your feedback!
Note that we can't provide technical support on individual packages. You should contact the package authors for that.
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