Technical Papers
Jan 27, 2023

Coupled Two-Phase Flow and Elastodamage Modeling of Laboratory and In Situ Gas Injection Experiments in Saturated Claystone as a Potential Host Rock for Nuclear Waste Repository

Publication: International Journal of Geomechanics
Volume 23, Issue 4

Abstract

Understanding gas migration behavior in host rocks is of importance to the safety evaluation of deep geological repositories for nuclear waste. Experimental results reported in the literature show that gas flow in saturated claystone is through a highly localized network of dilatant pathways and that water is barely displaced. To explain the specific gas migration behavior, a two-scale approach is developed. A subcritical criterion for microcrack propagation is proposed to represent the time-dependent damage at the macroscale. The passage from microscale to macroscale is implemented through an asymptotic homogenization method. The solid mechanics is coupled with the fluid flow through pore pressure variation and an intrinsic permeability model, which implicitly accounts for the fracture opening induced permeability change. The developed model is tested against both laboratory and in situ gas injection experiments in the literature. Some key experimental findings, such as the development of preferential gas pathways and the fully saturated state are explicitly captured by the poroelastic damage model. Model results explain that the highly localized fracture pathways are the major places where gas and water interact with each other, and as a result the whole rock is almost kept fully saturated, which helps us get in-depth understanding of this gas transport mechanism.

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Acknowledgments

We thank the Natural Sciences and Engineering Research Council of Canada (NSERC) for financially supporting this research. Moreover, we extend our appreciation to CMC Microsystems for providing the computational resources for this study.

Notation

The following symbols are used in this paper:
Ak
empirical parameter;
a
fracture spacing;
aijkl
stiffness tensor of intact material;
b
fracture aperture;
Cijkl*
homogenized stiffness tensor;
Cs
specific storage coefficient;
c
drained compressibility of FPM;
cp
drained compressibility of matrix;
cs
drained compressibility of solid grains;
Dd
energy dissipation for damage evolution;
Df
energy dissipation for crack propagation;
d
damage variable;
E
Young’s modulus;
exij
macroscopic strain tensor;
eyij
microscopic strain tensor;
Gs
thermodynamic potential;
Gε
energy release rate at crack tip;
H^
Heaviside step function;
H
history maximum value of Yd+;
I
identity tensor;
K0
reference stress intensity factor;
KI
model-I stress intensity factor;
kf
intrinsic permeability tensor of fractures;
kin
intrinsic permeability tensor;
km
intrinsic permeability tensor of matrix;
k
relative permeability of fluid π(π=g,w);
Lc
size of macrostructure;
L(d)
correction function of permeability;
l
microcrack length;
lc
size of locally periodic microstructure;
lq
characteristic length;
M
molar mass of gas;
m
model parameter;
N
unit vector normal to crack face;
n
van Genuchten model parameter;
n
unit vector normal to fracture plane;
nd
subcritical growth index;
pc
capillary pressure;
pcr
critical pressure;
pg
gas pressure;
pgev
gas entry value;
pig
gas injection pressure;
pw
water pressure;
pfε
fluid pressure field of heterogeneous porous medium;
pf(0)
Y-periodic function of fluid pressure field at order 0;
pgε
gas pressure field of heterogeneous porous medium;
pwε
water pressure field of heterogeneous porous medium;
p0
initial air entry value;
p1
pore fluid pressure;
p2
crack fluid pressure;
p3
confining pressure;
qg0
mass flux at gas outlet boundary;
qig
applied gas injection rate;
R
universal gas constant;
Se
effective saturation degree;
Sπ
saturation degree for fluid π(π=g,w);
T
absolute temperature;
uε
displacement field of heterogeneous body in vector format;
uiε
displacement field of heterogeneous body;
u(r)
Y-periodic function of displacement field at order r;
Vig
gas injector volume;
v
crack velocity;
vπD
Darcy’s velocity for fluid π(π=g,w);
v0
reference crack velocity;
x
macroscopic coordinate in vector format;
xi
macroscopic coordinate;
Yd
damage energy release rate;
Yd+
positive part of damage energy release rate;
y
microscopic coordinate in vector format;
yi
microscopic coordinate;
α1
Biot coefficient for porous matrix;
α2
Biot coefficient for fractures;
βt
empirical parameter;
δij
Kronecker delta;
ɛ
scale parameter;
ɛV
total volumetric strain;
μπ
dynamic viscosity of fluid π(π=g,w);
ν
Poisson’s ratio;
ξij
characteristic function of elementary deformation mode in vector format;
ρg
gas density;
ρw
water density;
Σij(0)
macroscopic total stress tensor;
σ¯
mean stress;
σcr
critical tensile stress;
σi
principal stress (i = 1, 2, 3);
σij(r)
Y-periodic function of total stress at order r (r = −1, 0, 1 …);
σ(r)
Y-periodic function of total stress at order r (r = −1, 0, 1 …) in matrix format;
σε
total stress of heterogeneous body in matrix format;
σijε
total stress of heterogeneous body;
σpi
principal effective stress (i = 1, 2, 3); and
ϕ
porosity.

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Volume 23Issue 4April 2023

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Received: May 9, 2022
Accepted: Oct 18, 2022
Published online: Jan 27, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 27, 2023

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Jianxiong Yang
Dept. of Civil Engineering, Univ. of Ottawa, 161 Colonel By, Ottawa, ON K1N 6N5, Canada; currently at State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan Univ., No. 24 of South Section 1, Yihuan Rd., Chengdu, Sichuan 610042, China
Mamadou Fall [email protected]
Full Professor, Department Chair, Dept. of Civil Engineering, Univ. of Ottawa, 161 Colonel By, Ottawa, ON K1N 6N5, Canada (corresponding author). Email: [email protected]

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