\شماره٪٪۱
Sun, W.-J. and Cui, Y.-J ``Determining the soil-water retention
curve using mercury intrusion porosimetry test in consideration
of soil volume change,'' {\it Journal of Rock Mechanics and Geotechnical
Engineering}, {\bf 12}(5), pp.1070-1079 (2020).
\شماره٪٪۲
Lu, N. and Likos, W. ``Unsaturated Soil Mechanics, New York:
Wiley'', pp. 494-510 (2004).
\شماره٪٪۳
Hu, R., Chen, Y., Liu, H. and et al. ``A water retention curve
and unsaturated hydraulic conductivity model for deformable soils:
consideration of the change in pore-size distribution'', {\it
G\'{e}otechnique},
{\bf 63},16 pp. 1389-1405 (2013).
\شماره٪٪۴
Chen, Y. ``Soil--water retention curves derived as a function
of soil dry density'', {\it GeoHazards}, {\it 1}1, pp. 3-19 (2020).
\شماره٪٪۵
Brooks, R. H. and Corey, A. T. ``Hydraulic properties of porous
media'', {\it Colorado State University: Hydrology paper}, {\bf 24}(37) (1964).
\شماره٪٪۶
van Genuchten, M.T. ``A closed-form equation for predicting
the hydraulic conductivity of unsaturated soils'', {\it Soil Science
Society of America Journal}, {\bf 44}5, pp. 892-898 (1980).
\شماره٪٪۷
van Genuchten, M.T., Leij, F.J. and Yates, S.R. ``The RETC
code for quantifying the hydraulic functions of unsaturated soils'',
{\it Riverside, California} 9250 1 (1991).
\شماره٪٪۸
Fredlund D. and Xing, A. ``Equations for the soil-water characteristic
curve,'' {\it Canadian Geotechnical Journal}, {\bf 31}4, pp. 521-532
(1994).
\شماره٪٪۹
Cheng, Q., Ng, C. W. W., Zhou, C. and et al. ``A new water
retention model that considers pore non-uniformity and evolution
of pore size distribution'', {\it Bulletin of Engineering Geology and
the Environment}, {\it 78}, pp. 5055-5065, (2019).
\شماره٪٪۱۰
Gallipoli, D., Wheeler, S.J. and Karstunen, M. ``Modelling
the variation of degree of saturation in a deformable unsaturated soil'',
{\it G\'{e}otechnique}, {\bf 53}1, pp. 105-112 (2003).
\شماره٪٪۱۱
Gallipoli, D. ``A hysteretic soil-water retention model accounting
for cyclic variations of suction and void ratio'', {\it G\'{e}technique},
{\bf 62}7, pp. 605-616 (2012).
\شماره٪٪۱۲
Gallipoli, D., Brund, A.W., onza, F.D' and et al ``A bounding
surface hysteretic water retention model for deformable soils'',
{\it G\'{e}otechnique}, {\bf 65}10, pp. 793-804, (2015).
\شماره٪٪۱۳
Tarantino, A. ``A water retention model for deformable soils'',
{\it G\'{e}otechnique}, {\bf 59}9, pp. 751-762 (2009).
\شماره٪٪۱۴
Nuth, M. and Laloui, L. ``Advances in modelling hysteretic
water retention curve in deformable soils'', {\it Computers and Geotechnics},
{\bf 35}6, pp. 835-844 (2008).
\شماره٪٪۱۵
Dieudonne, A.-C., Vecchia, G.D. and Charlier, R. ``A water
retention model for compacted bentonites,'' {\it Canadian Geotechnical
Journal}, {\bf 54}7, pp. 915-925 (2016).
\شماره٪٪۱۶
Dubinin, M.M. and Radushkevich, L.V. ``Equation of the characteristic
curve of activated charcoal'', {\it Proceedings of the Academy of Sciences},
{\bf 55}, pp. 331-333 (1947).
\شماره٪٪۱۷
Qiao, Y., Tuttolomondo, A., Lu, X. and et al. ``A
generalised water retention model with soil fabric evolution'',
{\it Geomechanics for Energy and the Environment}, {\bf 25}(100205) (2021).
\شماره٪٪۱۸
Zhou, C. and Ng, C. W. W. ``A new and simple stress-dependent
water retention model for unsaturated soil'', {\it Computers and Geotechnics},
{\bf 62}, pp. 216-222 (2014).
\شماره٪٪۱۹
Alonso, E.E., GENS, A. and JOSA, A. ``A constitutive model for partially
saturated soils'',
{\it Geotechnique}, {\bf 40}3,
pp. 405-430, (1990).
\شماره٪٪۲۰
Bharat, T.V. and Gapak, Y. ``Soil water characteristic curves
of bentonites in isochoric conditions during wetting: measurement
and prediction'', {\it Canadian Geotechnical Journal}, {\bf 58}(5),
pp.711-721 (2021).
\شماره٪٪۲۱
Kov\'{a}cs, G. ``Seepage
hydraulics'', {\it Elsevier Science Publishers}
(1981).
\شماره٪٪۲۲
Navarro, V., Asensio, L., Morena, G.D. and et l.
``Differentiated intra- and inter-aggregate water content models
of mx-80 bentonite'', {\it Applied Clay Science}, {\bf 118}, pp. 325-336
(2017).
\شماره٪٪۲۳
Or, D. and Tuller, M. ``Liquid retention and interfacial area
in variably saturated porous media: upscaling from single-pore
to sample-scale model'', {\it Water Resources Research}, {\bf 35}
12, pp. 3591-3605 (1999).
\شماره٪٪۲۴
Hillel, D. ``Fundamentals of soil physics, New York: Academic
Press Inc'', pp. 413 (1980).
\شماره٪٪۲۵
Masrouri, F. Bicalho, K. and Kawai, K ``Laboratory hydraulic
testing in unsaturated soils'', {\it Geotechnical and Geological Engineering},
{\bf 26}6, pp. 691-704 (2008).
\شماره٪٪۲۶
Goh, S., Rahardjo, H., and Leong, E. ``Modification of triaxial
apparatus for permeability measurement of unsaturated soils'',
{\it Soils Found}, {\bf 55}1, pp. 63-73 (2015).
\شماره٪٪۲۷
Zhao, Y., Wen, T. Shao, L. and et al.
``Predicting hysteresis loops of the soil water characteristic
curve from initial drying'', {\it Soil Science Society of America Journal},
{\bf 84}(5), pp.1642-1649 (2020).
(2020).
\شماره٪٪۲۸
Orense, R. ``Geotechnical hazards: nature, assessment and mitigation'',
{\it University of the Philippines Press, E. de los Santos St.}, U.
P. Campus, Philippines (2003.
\شماره٪٪۲۹
Zhou, C., So, P. and Chen, X. ``A water retention model considering
biopolymer-soil interactions'', {\it Journal of Hydrology}, {\bf 586}(124874)
(2020).
\شماره٪٪۳۰
Ng, C. W. W., Ni, J. J., Leung, A.K. and et al. ``A new
and simple water retention model for root-permeated soils'', {\it
Geotrchnique},
{\bf 6}1, pp. 106-111 (2016).
\شماره٪٪۳۱
Bazargan, A., Sadeghi, H., Garcia-Mayoral, R. and et al.
``An unsteady state retention model for fluid desorption from
sorbents'', {\it Journal of Colloid and Interface Science}, {\bf 450},
pp. 127-134 (2015).
\شماره٪٪۳۲
Saleem, J., Bazargan, A., Barford, J. and et al. ``Super-fast
oil uptake using porous ultra-high molecular weight polyethylene
sheets'', {\it Polymers for Advanced Technologies}, {\bf 25}10,
pp. 1181-1185 (2014).
\شماره٪٪۳۳
Singh, V., Kendall, R.J., Hake, K. and et al. ``Crude
oil sorption by raw cotton'', {\it Industrial and Engineering Chemistry
Research}, {\bf 52}18, pp. 6277-6281 (2013).
\شماره٪٪۳۴
Romero, E. ``Characterisation and thermo-hydro-mechanical
behavior of unsaturated Boom clay: An experimental study. PhD
thesis'', {\it Universitat Polite'cnica de Catalunya, Barcelona}, Spain
(1999).
\شماره٪٪۳۵
Ng, C. W. W., Sadeghi, H., Jafarzadeh, F. and et al
``Effect of microstructure on shear strength
and dilatancy of unsaturated loess at high suctions'', {\it Canadian
Geotechnical Journal}, {\bf 57}2, pp. 221-235 (2020).
\شماره٪٪۳۶
Ng, C. W. W., Sadeghi, H., Hossen, S.K.B. and et al.
``Water retention and volumetric
characteristics of intact and re-compacted loess'', {\it Canadian Geotechnical
Journal}, {\bf 53}8, pp. 1258-1269 (2016).
\شماره٪٪۳۷
Lee, I.M., Sung, S.G. and Cho, G.C. ``Effect of stress state
on the unsaturated shear strength of a weathered granite'', {\it Canadian
Geotechnical Journal}, {\bf 42}2, pp. 624-631, Apr (2005).
\شماره٪٪۳۸
Manca, D., Ferrari, A. and L. Laloui, ``Fabric evolution and
the related swelling behaviour of a sand/bentonite mixture upon
hydro-chemo-mechanical loadings'', {\it Geotechnique}, {\bf 66}, pp.
41-57, Jan (2016).