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adopted considered multi-scale investigations, including soil
structure analyses and correlation with macro soil response.
Reference to practical applications was also considered.
REFERENCES
Azam, S, Ito, M and Chowdhury, R. 2013. Engineering properties of an
expansive soil. Proceedings of the 18th International Conference on
Soil Mechanics and Geotechnical Engineering, Paris
Boháč,
J,
Mašín, D
, Malát, R., Novák, V and Rott, J. 2013. Methods of
determination of K0 in overconsolidated clay. Proceedings of the
18th International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Casini, F, Leu, J, Low, B, Wanninger, F, Zimmermann, A, Zwicker, P,
Springman, SM, Viggiani, GMB. 2013. Stress-path effects on the
grading of an artificial material with crushable grains. Proceedings
of the 18th International Conference on Soil Mechanics and
Geotechnical Engineering, Paris
Chen, Z. 2013. Characteristics of structure evolution of expansive soil
and loess during loading and wetting. Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Degago SA, Grimstad, G, Jostad, H P, Nordal, S. 2013. Misconceptions
about experimental substantiations of creep hypotheses A.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
De Mello, VFB. 1977. Reflections on design decisions of practical
significance to embankment dams. Géotechnique, Vol. 27, No.3,
pp. 281-355
Domitrović, D, and Zelić
, BK. 2013 The relationship between swelling
and shear strength properties of bentonites. Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Feng, TW. 2013. Reappraisal of Surcharging to Reduce Secondary
Compression. Proceedings of the 18th International Conference on
Soil Mechanics and Geotechnical Engineering, Paris.
Frossard, E, Ovalle1, C, Dano, C, Hicher P-Y., Maiolino, S. Hu, W.
2013.
Effets d’échelle dus à la rupture des grai
ns sur la résistance
au cisaillement d’enrochements.
Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Hu, L, Wu, H. and Wen, O. 2013. Electro-osmotic consolidation:
laboratory tests and numerical simulation. Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Jones, LD, Jefferson, I. 2012 Expansive soils. In: Burland, J., (ed.) ICE
manual of geotechnical engineering. Volume 1, geotechnical
engineering principles, problematic soils and site investigation.
London, UK, ICE Publishing, 413-441
Kawabe, S and Tatsuoka, F. 2013. Creep characteristics of clay in one-
dimensional compression with unloading/reloading cycles.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris.
Kikkawa, N, Pender MJ, and Orense RP. 2013. Comparison of the
geotechnical properties of pumice sand from Japan and New
Zealand. Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Kim, JY, Chung, CK, Cho, NG, Yune, CY. 2013. Evaluation of
Consolidation Behavior of Soils under Radial Drainage Condition
Using Digital Image Analysis. Proceedings of the 18th International
Conference on Soil Mechanics and Geotechnical Engineering, Paris
Kumor, MK. 2013.
The expansive properties of Poland’s clay subsoil
.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Ladd CC, Foott R, Ishihara K, Schlosser, F and Poulos, HG 1977.
Stress-deformation and strength characteristics. State-of-the-art
report.
Proc. 9th ICSMFE
, Tokyo 2, 421
–
494.
Leroueil S., Kabbaj M., Tavenas F. and Bouchard, R. 1985. Stress-
strain-strain rate relation for the compressibility of sensitive natural
clays, Géotechnique, 35(2), 159
–
180.
Leroueil, S., Magnan, JP and Tavenas, F. 1985 F. Remblais sur argile
molle. Lavoisier Eds.
Leroueil, S. 2006.
Suklje’s Memorial Lecture –
The isotache approach:
Where are we fifty years after its development by Professor Suklje?
Proc. European-Danube Conference on Geotechnical Engineering,
Ljubljana, 1, 55-88.
Mayne, P.W. and Kulhawy, F.H. (1982) K
0
-OCR relationships in soil. J.
Geotech. Eng. Div. ASCE, GT6, 851-872.
Maison, T., Laouafa, F., and Delalain, P. 2013.
Mise au point d’un
dispositif expérimental pour l’analyse du retrait
-gonflement des
sols argileux. Proceedings of the 18th International Conference on
Soil Mechanics and Geotechnical Engineering, Paris
Marchetti, S. (1980) In situ tests by flat dilatometer. J. Geot. Eng. Div.
ASCE, Vol. 106, NoGT3, 299-321.
Markou, IN 2013. Residual shear strength behavior of swelling soils.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Mašín, D. (2005). A hyp
oplastic constitutive model for clays,
International Journal for Numerical and Analytical Methods in
Geomechanics, 29, No. 4, 311-336
Nakai, T, Shahin, HM and Kyokawa, H. 2013. Rational expression of
time-dependent behavior from normally consolidated soil to
naturally deposited soil. Proceedings of the 18th International
Conference on Soil Mechanics and Geotechnical Engineering, Paris
Niemunis, A, and Herle, I. (1997). Hypoplastic model for cohesionless
soils with elastic strain range. Mech. Cohesive-Frict. Mater., 2,
279
–
299
Noda, T and Xu, B. 2013. Oscillation of Acceleration Accompanying
Shear Band and Subsequent Time-Dependent Behavior in
Overconsolidated Clay under Undrained Plane-Strain Conditions.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Randolph, M.F. and Hope, S. 2004. Effect of cone velocity on cone
resistance and excess pore pressures. Proc. Int. Symp. Eng. Practice
and Performance of Soft Deposits, 147-152.
Robinson, S. and Brown, M.J. 2013. Rate effects at varying strain levels
in fine grained soils. Proceedings of the 18th International
Conference on Soil Mechanics and Geotechnical Engineering, Paris
Petit, G., Virollet, M., and Bernard, Ph. 2013. Quantification des
gonflements des sols surconsolidés en fond de déblai. Proceedings
of the 18th International Conference on Soil Mechanics and
Geotechnical Engineering, Paris
Safinus, S, Hossain MS and Randolph M.F. 2013. Comparison of
Stress-Strain Behaviour of Carbonate and Silicate Sediments.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Shahnazari, H, Salehzadeh, H, Rezvani R, and Tutunchian M.A. 2013.
Experimental study on drained shearing behavior of calcareous
sands. Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Šuklje L. 1957.
The analysis of the consolidation process by the
isotache method, Proc. 4th Int. Conf. on Soil Mech. Found. Engng.,
London, Vol.1, 200
–
206.
Zhakulin, A.S., Zhakulina, A.A., Orazaly, E.E., Orazalin, Z.Y. 2013.
Special Features of Creep of Clayey Soils. Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Watabe, Y., Sassa, S. and Udaka, K. 2013 Comparative study of long-
term consolidation for subsoils under Kansai Airport and Pisa
Tower. Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Westerberg, B, and Andersson, M. 2013A new test field in sulphide
clay with test embankments for study of compression properties.
Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Wils, L., Van Impe, WF, and Van Impe, P.O. 2013. Laboratory testing
issues related to crushable sands. Proceedings of the 18th
International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
Yangsheng, Y, Qianli, Z, Degou.CF. Chen, JY and Lijun, W. 2013.
Study on New Method of Accelerated Clay Creep Characteristics
Test. Proceedings of the 18th International Conference on Soil
Mechanics and Geotechnical Engineering, Paris
Yin, JH and Tong, F. 2013. Test study and constitutive modelling of the
time-dependent stress-strain behavior of soils. Proceedings of the
18th International Conference on Soil Mechanics and Geotechnical
Engineering, Paris
