Description Usage Arguments Details Assumptions Physical parameters Author(s) See Also
Compressibility is, essentially, the inverse of the bulk modulus of a medium, and the strain sensitivity is the amount of strain produced for unit increments in pressure.
1 2 3 4 5 6 7 8 9 10 11 | undrained_compressibility.from.beta(Beta, B., Beta_u = NULL)
undrained_compressibility.from.areal_strain_sens(As., B., ...)
areal_strain_sens.from.undrained_compressibility(Beta_hat, B., ...)
.calc_prat(B., nu_u = NULL, fluid_dens = NULL)
calc_alpha(Beta, Beta_u = NULL)
calc_nu_u(B., Beta, nu = NULL, ...)
|
Beta |
numeric; The compressibility of the solid matrix, β |
B. |
numeric; Skempton's coefficient B |
Beta_u |
numeric; β for an undrained state |
As. |
numeric; areal strain sensitivity A[s] |
... |
additional paramters passed from
|
Beta_hat |
numeric; \hat{β} |
nu_u |
numeric; undrained Poisson's ratio ν |
fluid_dens |
numeric; the density ρ of the fluid in consideration |
nu |
numeric; Poisson's ratio ν |
X
calculates Equation (6) from Rojstaczer and Agnew (1989): \hat{β}
and Equation (10) using strain sensitivity
The intake of the well is assumed to penetrate a porous elastic medium with uniform properties. These properties are those specified by the theory of Biot [1941] (as reexpressed by Rice and Cleary [1976] and Green and Wang [1986]), namely the compressibilities of the solid phase β[u], the fluid phase β[f], and the porous matrix when drained of fluid Beta (the matrix compressibility), together with the Poisson's ratio ν, of the matrix, the porosity φ, and the permeability κ.
The fluid phase is assumed to be water at standard temperature and pressure; this can be severely violated deep in the earth.
calc_nu_u
can be used to calculate ν[u]
Rice (1998, "Elasticity of Fluid-Infiltrated Porous Solids (Poroelasticity)") notes:
[...] this constant comes from the stress-strain constitutive relationship, under the following situation: Suppose that all pore space is fluid infiltrated, and that all the solid phase consists of material elements which respond isotropically to pure pressure stress states, with the same bulk modulus Ks . Suppose we simultaneously apply a pore pressure p = p[o] and macroscopic stresses amounting to compression by po on all faces σ[11] = σ[22] = σ[33] = -p[o]. That results in a local stress state of p[o,ij] δ[ij] at each point of the solid phase. So each point of the solid phase undergoes the strain p[o,ij] δ[ij] / 3 K[s] , which means that all linear dimensions of the material, including those characterizing void size, reduce by the (very small) fractional amount p[o] / 3 K[s] , causing the macroscopic strains, and change in porosity, ε[11] = ε[22] = ε[33] = -p[o] / 3 K[s] and Δ[n]/n = -p[o] / K[s]
calc_alpha
can be used to calculate α
Andrew J. Barbour <andy.barbour@gmail.com>
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