Experimental Studies in Unsaturated Soils and Expansive Soils
compressive strengths of unsaturated soil prepared from slurry, M. Shimizu and K. Kageyama
change of slurry-consolidated expansive clay under suction controlled triaxial
testing conditions, Muawia A. Dafalla and Mosleh
of matric suction and loading rate on the stiffness-strain behaviour of kaolin,
T.T. Nyunt, E.C. Leong, and
the preparation of soil samples with variable degrees of bonding, M.A. Hezmi, S.J. Wheeler, and D. Gallipoli
effects of anisotropy on the mechanical behaviour of unsaturated kaolin, V. Sivakumar, J.L. Brown, J.A. Black, and D. Glynn
strain behavior of unsaturated plastic material in suction control RCTS test, M. Biglari, A. d’Onofrio, C. Mancuso, A. Shafiee, and
compression behavior of unsaturated Shirasu, R.
Shiraishi, Y. Takemura, E.C. Leong, K. Tateyama, and R. Kitamura
of microstructures on the mechanical properties of unsaturated clays, N. Kochmanova and H. Tanaka
mechanical and microstructural behaviour of an unsaturated silt, G. McCloskey, M. Sanchez, and E. Romero
properties of methane hydrate-bearing sand and its deformation during dissociation
of methane hydrate, M. Hyodo, Y. Nakata, N.
Yoshimoto, J. Yoneda, and R.P. Orense
behaviour of unsaturated silt in suction-controlled simple shear apparatus, K.B. Chin, E.C. Leong, and H.Rahardjo
of clay fill under repeated loading, P.
Cairns, V. Sivakumar and R. Thom
of volume response of unsaturated soils in cyclic triaxial testing, D. Hu, S.R. Lo, N. Khalili, S. Kacavenda, and C.
changes of compacted marls subjected to suction cycles, R. Cardoso and E.E. Alonso
the volumetric response of a compacted clay subjected to wetting and drying
cycles, A. Ferrari, C. Airo Farulla,
and E. Romero
Shear strength and shear stiffness
on dynamic structural characteristics of unsaturated loess in different regions,
Y. Luo, Z. Wang, and Y. Yang
of suction on elastic shear modulus for unsaturated soil, S. Kawajiri, S. Kato, S. Shibuya, and T. Kawaguchi
of apparent cohesion of an unsaturated soil, T.
Nishimura, H. Toyota, and J. Koseki
behavior of undisturbed volcanic cohesive soil under unsaturated conditions, Y. Kiyohara, M. Kazama, and R. Uzuoka
between the measured and predicted shear strength behaviour of four unsaturated
sands, S.K. Vanapalli, and F.
strength of unsaturated sand under plane strain conditions, J. Alabdullah, Y. Lins and T. Schanz
of suction stress to shear strength in direct shear test for unsaturated soil
under low confining pressure, B.S.
Kim, S. Shibuya, and S. Kato
influence of drying on the small strain shear modulus for static compacted Boom
clay, V. Merchan, J. Vaunat, and E.
of heating and water-exposure on liquid limit of GMZ01 and MX80 bentonite, Y.-M. Liu
of temperature changing during curing periods on strength gain of lime treated
soil, A.A. Nasrizar, M. Muttharam,
and K. Ilamparuthi
of freeze-thaw action on soil water characteristics of crushable volcanic coarse-grained
soil, T. Ishikawa, K. Ito, and S.
Development of experimental methods
calibration chamber for unsaturated soils, M.
Pournaghiazar, A. Russell, and N. Khalili
of method to measure degree of saturation of various sandy model grounds by
image analysis, N. Yoshimoto, K. Nishio, Y.
Nakata, M. Hyodo, and R.P. Orense
of triaxial apparatus for permeability test of unsaturated soil using pressure membrane
method, T. Tokoro, T. Ishikawa, and
in mid-plane pore water pressure and anisotropic shear stiffness during suction
equalization, J. Xu and C.W.W. Ng
of Modified Volumetric Pressure Plate, KunSun
Yoo and H. Rahardjo
Soil water characteristic curve and
study of the soil-water characteristics of a decomposed soil using the relative
humidity (RH) control technique, A.K.
Leung and C.W.W. Ng
of CO2 gas to improve saturation of High Capacity Tensiometer (HCT), A.S. Acikel and C. Mancuso
for calibration of thermal dissipation sensors for measuring matric suction, A. Sawangsuriya, C.H. Benson, and X. Wang
of filter paper calibrations for laboratory estimating of soil suctions, K.V. Bicalho, G.W. Nunes, F.A.M. Marinho, J.-M.
Fleureau, A. Gomes Correia, and S. Ferreira
measurement of the relationships between total soil suction, free strain and
moisture content, N.S. Beal
versus field SWCC data, D.J.
of SWCCs to describe the dewatering of product coal, D.J. Williams
factors affecting soil-water characteristic curve, D.A. Sun and J. Li
water characteristic curve and consolidation of fine grained soils, Y. Al-Badran and T. Schanz
and permeability functions for coarse-grained soils, L.M. Zhang, X. Li, and D.G. Fredlund
water characteristic curves of expansive clays of Chennai, K. Premalatha and Pa. Suriya
retention curves of some silty soils and their relations to fabrics, A. Jotisankasa, H. Vathananukij, and M.R. Coop
gained using various axis translation technique apparatus to determine soil
water retention curve, X.
Zhang, M. Mavroulidou, M.J. Gunn, and Z. Cabarkapa
Field testing and slope stability
measurements and their numerical simulations for infiltration and evaporation behaviour
in unsaturated soil, S. Widiastuti, Y. Matsuzaki,
R. Kitamura, and Y. Miyamoto
test on fissures development in unsaturated expansive soil, L. Chen, Y.K. Gong, Y. Liang, and M.J. Gao
in situ investigation of
the swell-shrinkage behaviour of clayey soils, M. Chretien and R. Fabre
water use, soil suctions and reference evapotranspiration in a semi-arid
climate, D.A. Cameron and K.G. Mills
situ measurement of the soil moisture content profile at a decomposed granite
cut-slope, A. Tohari and M. Nishigaki
response of partially saturated slopes, R.P.
Orense, N. Yoshimoto, and M. Hyodo
infiltration in cracked soil and its effect on slope stability analysis, H. Zhang and W.W. Zhang
measures for soil slope stability using capillary barrier of soil, T. Morii, Y. Takeshita, M. Inoue, and S. Matsumoto
drains in residual soil slopes, V.A.
Santoso, H. Rahardjo, E.C. Leong, Y.S. Ng, and C.P.H. Tam
pressure characteristics of two instrumented residual soil slopes, H. Rahardjo, V.A. Santoso, E.C. Leong, Y.S. Ng, and
of a creeping slope comprised of highly expansive clays, M.B. Addison
test for expansive soil slope reinforcement by covering geo-membrane on slope
surface, J.P. Yuan, J.H. Wu, and Z.Z.
Expansive soils and collapsible soils
of permeability and seepage deformation of unsaturated expansive soils, L. Miao, Y. Cui, and H. Pan
and magnitude of collapse settlement in sands and clays, R.A. Moyle, G.A. Hackney, and P.G. Redman
of pre-wetting and pre-loading technique in solving wetting collapse
settlement, M.J.Md. Noor, I.B. Mohamed
Jais, and M.A. Hafez
the collapsible response of an in-situ
silt, R. Gomez, E. Romero, A.
Lloret, and J. Suriol
study of the Atterberg limits effects on the behavior of collapsing soils, K. Abbeche, F. Hammoud, and T. Ayadat
on the expansion characteristics of Mengzi remolded expansive soil, Z.-q. Li, R.-l. Hu, and L.-C. Wang
characterisation of a compacted expansive clay by suction controlled oedometer
tests A.N. Ta, A.M. Tang, and Y.J.
large-scale infiltration test on compacted expansive clay, A.N. Ta, A.M. Tang, Y.J. Cui, and J. Thiriat
swelling pressure and chemical influence on deformation of a compacted bentonite,
B. Qin and Z.H. Chen
property and its anisotropy of reconstituted and undisturbed samples, M. Suzuki, K. Fujii, and J. Konishi
of crack desiccation in soil from a flood protection embankment, A. Atique, M. Sanchez, and E. Romero
on the mesostructural evolution of unsaturated special soils with CT-triaxial
apparatus, Z.H. Chen, S.J. Wang, Y.Q.
Zhu, and Z.H. Lu
swell-shrink behavior of lime column stabilized expansive soil, S. Bhuvaneshwari, R.G. Robinson, and S.R. Gandhi
development during soil desiccation, S.
Costa and J. Kodikara
behaviour of a desiccated expansive soil, B.
Soundara and R.G. Robinson
capacity and settlement behavior of a strip footing on an unsaturated coarse-grained
soil, Y. Lins, T. Schanz, and S.K.
of partially saturated argillaceous rocks: Influence on the stability of
geotechnical structures, J.A.
Pineda, M. De Gracia, and E. Romero
and post-construction characterization of an embankment fill material, J.C. Rojas, C. Mancuso, and D. Danese
use of induced soil-water repellency technique to improve the performance of
landfill’s alternative final cover systems, E.
Dell’Avanzi, A.P. Guizelini, W.R. da Silva, and L.M. Nocko
evaluation of horizontal membrane barriers in controlling longitudinal
cracking: Final comments, C.R.
Clarke and J.B. Nevels, Jr.
of the swelling problem in relation to injection of expanding resin in
expansive soils, O.P. Buzzi, S.G. Fityus, and
behaviour of tailings during deposition and desiccation cycles with reference to
closure design, P.J. Chapman, D.J. Williams,
and T.K. Rohde
of vacuum and surcharge preloading combined method for soft ground improvement
in City Ring Expressway of Ningpo, M.J. Gao, Y.H. Chen, T. Zhang, and Y.B. Gao
Theoretical and Numerical Advances
in Unsaturated Soil Mechanics
Keynotes and overview lectures
modeling: From isothermal to non-isothermal behavior of unsaturated soils, Y.-J. Cui, and D.A. Sun
constitutive modeling of the swelling process of unsaturated clay, F. Oka, S. Kimoto, Y. Higo, and H. Feng
THMC modeling of unsaturated swelling clays: Constitutive formulation and
boundary value problems, L
do N. Guimaraes, A. Gens, M. Sanchez, and S. Olivella
up with clay and water molecules? A view into molecular interactions and
molecular responses in swelling clays, D.R.
Katti, K.S. Katti, and S.M. Pradhan
stress and drying response in a double porosity aggregated soil, N. Khalili, and A. Bagherieh
mega South-to-North Water Transfer Project in China – Unsaturated soil
mechanics aspects, C.W.W. Ng, J. Xu, and L.T.
characterization of unsaturated soils for slope stability studies, H. Rahardjo, E.C. Leong, and R.B. Rezaur
strength of unsaturated soils and its applications in geotechnical engineering
practice, S.K. Vanapalli
shifts to facilitate the practice of unsaturated soil mechanics, D.G. Fredlund
issues in constitutive modelling of unsaturated soils, A. Gens
Constitutive modelling of unsaturated
of suction effect on fabric yielding and kinematic hardening of reconstituted
soils, C. Zhou
study of a new THM damage model for unsaturated geomaterials, C. Arson and B. Gatmiri
bounding surface plasticity-type model on unsaturated soils, M. Morvan, H. Wong and D. Branque
cyclic plasticity model for unsaturated geo-materials, Y. Kohgo
unified constitutive model for unsaturated soils based on Generalized
Plasticity Theory, D. Manzanal, M. Pastor, and
J.A. Fernandez Merodo
new approach to constitutive modelling of unsaturated soils using evolutionary polynomial
regression, A.A. Javadi, A. Johari, A.
Ahangar-Asr, A. Faramarzi, and D.G. Toll
elasto-plastic stress-strain and modified suction-degree of saturation
relations of a fully coupled model
M. Lloret, M. Sanchez, and
of overconsolidated unsaturated soils, A.
Tsiampousi, L. Zdravkovic, and D.M. Potts
of the Barcelona Basic Model considering subloading concept, M.P. Cordao-Neto, M. Sanchez, M. Karstunen, and M.M.
into the links between microstructure and Bishop’s χ parameter for
unsaturated soils, J.M. Pereira and E.E. Alonso
state behaviour of a compacted unsaturated silty clay, A.R. Bagherieh, G. Habibagahi, and A. Ghahramani
diffusion coefficient in variably saturated peat soil: Measurements and test of
prediction models, K. Kawamoto, M. Unno, K.
Iiduka, P. Moldrup, and T. Komatsu
Implementation and numerical modelling
of unsaturated soils
of explicit and implicit integration schemes for the Barcelona Basic Model, W.T. Sołowski, M. Hofmann, and G. Hofstetter
finite element simulator for mechanical behavior of unsaturated earth
structures exposed to evaporation and moisturization, S.-I. Kanazawa, K. Kawai, A. Iizuka, S. Ohno, S.
Tachibana, P. Thirapong, and T. Takeyama
simulation of an expressway embankment slope failure, Y. Nakata, D. Liu, M. Hyodo, N. Yoshimoto, and Y.
modeling on parametric study of multi-layer caps to restrict oxygen transport over
mine waste, H. Kim and C.H. Benson
element evaluation of deep-seated swell, K.D.
Walsh, S.L. Houston, W.N. Houston, and A.M. Harraz
Shear strength and stiffness of
simple model for predicting the shear modulus of unsaturated sandy soils, W.T. Oh and S.K. Vanapalli
wave propagation in unsaturated soils; theoretical extensions, I. Ashayeri, M. Kamalian and M.K. Jafari
of shear strength equations for unsaturated soil, S.G. Goh, H. Rahardjo, and E.C. Leong
of stress state on the dynamic shear modulus of unsaturated, compacted soils
during drying, A. Khosravi and J.S.
comparative study of shear strength equations for unsaturated soils, D. Sheng and A.N. Zhou
unique relationship between minimum mobilised friction angle and axial strain
for anisotropic soil settlement model, I.B.
Mohamed Jais and M.J.Md. Noor
of temperature and water content changes due to ground-atmospheric interactions,
K.V. Bicalho and Y.J. Cui
soil water characteristic curve transfer function of sands, E. Imre, K. Rajkai, R. Genovese, and S. Fityus
of water characteristic curve based on the measurement of drying characteristic
curve of unsaturated sandy soil, K.
Kamiya and M. Inoue
of pedotransfer functions for soil-water characteristic curves of Japanese
sandy soils, M. Tani, E.C. Leong, and K.
of soil hydraulic conductivity on slope stability at a hillslope of weathered granitic
soil formation, M. Mukhlisin and M.R. Taha
of the water phase in unsaturated soils, Y.
Wang, G. Wu, and C. Melbourne
evaluation of the relationship between rainfalls and the degree of saturation
of shallow soils, R. Valentino, L. Montrasio,
and G.L. Losi
for a coupled flow-deformation model in unsaturated soils, M. Oeser and N. Khalili
problem of saturated-unsaturated seepage flow and internal erosion of soils, K. Fujisawa, D. Niina, A. Murakami, and S. Nishimura
consideration on the fitting parameter of KITA-SAKO model, K. Sako and R. Kitamura
of the temperature on the water content curves: A micromechanical approach, X. Chateau and T.B. Viet
Volume change behaviour of unsaturated
of the collapse behaviour of a natural soil by using the Barcelona Basic Model,
M.M.A. Mascarenha, M.P.
Cordao Neto, P. Murrieta, and E. Romero
surface model of volume change characteristics for unsaturated fine grained
soils, Y. Al-Badran and T. Schanz
behavior simulation of granular material under general stress state with three dimensional
DEM analyses, S. Kato, M.S. Jung, Y.
Kuriyama, J.G. Chae, and T. Sakakibara
stress and volume change behaviour of unsaturated soils, A.N. Zhou and D. Sheng
of the compaction process: Experimental study – preliminary results, N. Kurucuk, J. Kodikara and D.G. Fredlund
Applications of unsaturated soils
of reservoir level fluctuations on embankment stability based on the
constitutive model of unsaturated soils, C.
Yong, L. Defu, and W. Shimei
slope stability analysis for estimation of change in apparent cohesion, E. Calo, Y. Inagaki, R. Kitamura, and K. Sako
of shallow slope failure using curved-surface envelope extended Mohr-Coulomb
model, M.J.Md. Noor, B.A. Hadi, and
stability charts for shallow rainfall induced slope failure, M.J.Md. Noor, I.B. Mohamed Jais, and B.A. Hadi
of suction on the bearing capacity, Z.
earth pressure on a wall in expansive soils, G.T.
Hong, C.P. Aubeny, and R.L. Lytton
MUSE network: Research outcomes, D.G.
Toll, D. Gallipoli, C.E. Augarde, V. De Gennaro, C. Mancuso,
A. Tarantino, J. Vaunat, and S.J. Wheeler