Abstract

It is important to control the permeability of a mixture of foam and solid in many fields such as civil engineering, petroleum engineering, and material processing. An analytical model to estimate the coefficient of permeability of a foam-conditioned soil was developed in this study, based on the permeation theory of pure foam. In the model, water flow in the permeation channel enclosed by foam bubbles was derived using the Kozeny-Carman equation, where the reduction in the number of effective permeation channels due to the contact angle between foam bubbles and soil particles was considered. To validate the analytical model, a series of large-scale permeability tests were carried out on 18 foam-conditioned soils with various gradations and conditioning parameters, and the results were compared with the calculated coefficients of permeability. Although the calculated values underestimated the experimental values for some cases, they were in general good agreement. The validated analytical model indicated that, for fully conditioned soils, the permeability increased with an increase in the porosity of the conditioned soil and the effective particle sizes of the foam and soil.

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Acknowledgments

Financial support from the National Natural Science Foundation of China (No. 51778637) and the National Key R&D Program of China (No. 2017YFB1201204) for authors in the Central South University is acknowledged and appreciated.

Notations

The following symbols are used in this paper:
As
specific surface (/m);
A~S
dimensionless specific surface;
Aχ
total wetted area of permeation channels;
Cc
curvature coefficient of soil;
CK
Kozeny constant;
Cu
uniformity coefficient of soil;
d10,f
effective particle size of foam (m);
d10,s
effective particle size of soil (m);
FER
foam expansion ratio;
FIR
foam injection ratio;
Kf
permeability of foam (m2);
k
coefficient of permeability of foam-conditioned soil (m/s);
kana
calculated coefficient of permeability (m/s);
kexp
measured coefficient of permeability (m/s);
kf
coefficient of permeability of foam (m/s);
kfc
coefficient of permeability in single permeation channel (m/s);
l
sum of the perimeters of all soil particles in the cross section of the conditioned soil (m);
m
number of soil particles in the cross section;
n
porosity of foam-conditioned soil;
nf
proportion of the water volume in pure foam;
p
number of foam bubbles in the cross section;
p
number of foam bubbles in contact with soil particles;
q
flow in a single permeation channel (m3/s);
Q
total permeation flow (m3/s);
R
radius of a bubble (m);
RH
hydraulic radius of the permeation channel (m);
S
cross-sectional area of the conditioned soil (m2);
s
number of effective permeation channels;
s
number of total permeation channels in pure foam;
s0
surface area of the volume-equivalent spherical bubble; and
sf
interfacial area involved in a bubble films contacted with other bubbles;
sp
surface area presented to liquid flow of a bubble;
st
total surface area of a bubble;
U
dimensionless excess energy density;
u
average flow velocity of the fluid in single permeation channel (m/s);
Vf
volume of the foam (m3);
Vl
volume of the solution (m3);
Vp
total volume of the pores in a material;
v
apparent permeation velocity in the foam-conditioned soil (m/s);
W
cross-sectional area of the permeation channel (m2);
β
fineness of foam relative to the particles of soil;
γ
unit weight of fluid (kN/m3);
μ
dynamic viscosity of the fluid (Pa · s); and
χ
wetted perimeter of the permeation channel (m).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 8August 2020

History

Received: Aug 19, 2019
Accepted: Feb 24, 2020
Published online: Jun 8, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 8, 2020

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Shuying Wang, M.ASCE [email protected]
School of Civil Engineering, Central South Univ., Changsha, 410075 Hunan, People’s Republic of China. Email: [email protected]
School of Civil Engineering, Central South Univ., Changsha, 410075 Hunan, People’s Republic of China (corresponding author). Email: [email protected]
Tong Qiu, M.ASCE [email protected]
Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. Email: [email protected]
Junsheng Yang [email protected]
School of Civil Engineering, Central South Univ., Changsha, 410075 Hunan, People’s Republic of China. Email: [email protected]
Jiazheng Zhong [email protected]
School of Civil Engineering, Central South Univ., Changsha, 410075 Hunan, People’s Republic of China. Email: [email protected]
School of Civil Engineering, Central South Univ., Changsha, 410075 Hunan, People’s Republic of China. Email: [email protected]

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