FORM ANALYSIS OF VERTICAL WELLBORE STABILITY
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Variables
Distribution
Par1
Par2
Par3
Par4
Mud pressure (
p
m
)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Pore pressure (
u
)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Minimum horizontal stress (σ
h
)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Maximum horizontal stress (σ
H
)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Cohesion (
c
′)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Tan(Friction angle) (tan
φ
′)
Deterministic
Normal
Lognormal
tanh
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert
Variables
p
m
u
σ
h
σ
H
c
′
tan
φ
′
p
m
1.0
u
1.0
σ
h
1.0
σ
H
1.0
c
′
1.0
tan
φ
′
1.0
External links
Normal
Lognormal
Beta
Extreme value
Exponential
Uniform
Triangular
Weibull
Gamma
Pert