NOTATION A f pore pressure parameter...

NOTATION
A_f	pore pressure parameter related to deviatior stress at failure
AR	$area ratio = (D_{e}^{2} - D_{c}^{2}) / D_{c}^{2}$
B	outside diameter of sample tube
CAUC	anisotropically consolidated undrained triaxial test
C_c	compression index
C_s	swelling index
C_α	coefficient of secondary compression
c_v	coefficient of consolidation
D	pore pressure parameter after Lunne et al. (1997)
D_c	internal diameter at cutting edge
D_e	external diameter at cutting edge
D_i	internal diameter of sample tube
ELE	name of manufacturers of sample tube ELE Ltd.
E_0·01	secant stiffness at 0·01% strain
e₀	initial void ratio
GDS	manufacturer of triaxial stress path system (Geotechnical Data Systems)
ICR	inside clearance = (D_i − D_c)/D_c
M_i	initial stiffness in oedometer test
$p_{c}^{1}$	preconsolidation pressure
$p_{i}^{1}$	initial (or residual) effective stress
s_u	undrained shear strength
t	sample tube thickness
w_i	initial moisture content
$σ_{ν 0}^{1}$	in situ vertical effective stress
σ_v0	in situ total vertical stress
Δe₀	change in initial void ratio
ΔV	change in volume during consolidation
ε_v0	strain to initial vertical effective stress
ε_f	strain at failure in triaxial test
ρ_i	initial density

NOTATION
A_f	pore pressure parameter related to deviatior stress at failure
AR	$area ratio = (D_{e}^{2} - D_{c}^{2}) / D_{c}^{2}$
B	outside diameter of sample tube
CAUC	anisotropically consolidated undrained triaxial test
C_c	compression index
C_s	swelling index
C_α	coefficient of secondary compression
c_v	coefficient of consolidation
D	pore pressure parameter after Lunne et al. (1997)
D_c	internal diameter at cutting edge
D_e	external diameter at cutting edge
D_i	internal diameter of sample tube
ELE	name of manufacturers of sample tube ELE Ltd.
E_0·01	secant stiffness at 0·01% strain
e₀	initial void ratio
GDS	manufacturer of triaxial stress path system (Geotechnical Data Systems)
ICR	inside clearance = (D_i − D_c)/D_c
M_i	initial stiffness in oedometer test
$p_{c}^{1}$	preconsolidation pressure
$p_{i}^{1}$	initial (or residual) effective stress
s_u	undrained shear strength
t	sample tube thickness
w_i	initial moisture content
$σ_{ν 0}^{1}$	in situ vertical effective stress
σ_v0	in situ total vertical stress
Δe₀	change in initial void ratio
ΔV	change in volume during consolidation
ε_v0	strain to initial vertical effective stress
ε_f	strain at failure in triaxial test
ρ_i	initial density

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