تحلیل همبسته ترموهیدرومکانیکی شکست در محیط متخلخل غیر اشباع

[1] Gatmiri, B., and Arson, C., “Theta-Stock, a powerfull tool for themohydromechanical behaviour and

damage modeling of unsaturated porous media”,Computers and Geotechnics 35, 890-915, 2008.

[2] Gatmiri, B., Delage, P., “Nouvelle formulation de la surface detal en indice des vides pour un modele non

lineaire elastique des sols non satures”, Proc. 1st Int.Con. Unsaturated Soils, 2, 1049-1056, 1995.

[3] Gatmiri, B., Delage, P., “A Formulation of fully coupled thermal- hydraulic- mechanical behavior of

saturated porous media – numerical approach”, Int.J-numer. Anal. Methods gemech, 21(3), 199-225,

1997.

[4] Gatmiri, B., “Analysisi of fully coupled behavior of unsaturated porous media under stress, suction and

temperature gradient”, Final report of CERMESEDF,1997.

[5] Jenab- Vossoughi, B., “Etude numerique de la modelisation thermo-elasto-plastique des sols non

satures”, PhD Dissertation, Ecole Nationale des Ponts et Chaussees, 253, 2000.

[6] Arson, C., Gatmiri, B., “Numerical study of damage in unsaturated geological and engineered barriers”,

Phys. Chym. Earth, 36, 1981-1989, 2011.

[7] Gatmiri, B., Seyedi, M., Delage, P., Fry, JJ., “a new suction-based mathematical model for thermo-hydromechanical behavior of unsaturated porous media”,NUMOG VI, Quebec, Canada, 2-4, 291-296, 1997.

[8] Gatmiri,B., “Framework of a non linear fully coupled thermo-hydro-mechanical behaviour of unsaturated porous media”, Keynote lecture of the 3rd Iranian International Conference on Geotechnical Engineering and Soil Mechanics December, Tehran,Ira, 9-11, 2002.

[9] Martino, J., Chandler, N., “Excavation-induced damage studies at the uderground research laboratory”,Int. J. Rock mech. and Min. Sci. 41, 1413-1426, 2004.

[10] Mertens, J., Bastiaens, W., Dehandschutter, B.,“Characterization of induced discountinuities in the

boom clay around the underground excavations”,(urf, mol, Belgium). Appl. Clay Science 26, 413-428,

2004.

[11] Seng, J.S., Hassinger, J.A., Pires-Domingues, S.M.,Costa-Mattos, H., Rochinha, F.A., “Modeling of

nonlinear damage on elastic brittle materials”,Mechanics Research Communications, 25, 2, p. 147-153, 1998.

[12] Arson, C., Gatmiri, B., “On damage modelling in unsaturated clay rocks”, Phys. Chem. Earth 33

S407-S415, 2008.

[13] Arson, C., Gatmiri, B., “A mixed damage model for unsaturated porous media”, Competes-Rendus de

l'Académie des Sciences de Paris, Section Mécanique 337, 68-74, 2009.

[14] Kachanov, M., “Effective elastic properties of cracked soils: critical review of some basic concepts”, Appl.

Mech. Rev. 45, 1992.

[15] Shao, J. F., Zhou, H., Chau, K. T., “Coupling between anisotropic damage and permeability variation in

brittle rocks”, International Journal for Numerical and Analytical methods in Geomechanics, 29, 1231-1247,

2005.

[16] Gatmiri, B., Hemmati,S., Arson,C., Amirzehni,E.,“A Multiphase Analysis For Enviromental Impact

Assessement With θ-Stock Finite Element Program”,Journal of Multiscale Modeling; Vol. 2, Nos. 1 & 2,

23-68, 1231-1247, 2010.

[17] Dragon, A., Halm, D. and Desoyer, T. H.,“Anisotropic damage in quasi-brittel solids: modeling,

computational issues and applications”, Comput.Geotech. 35,890-915, 2000.

[18] Cordebois, J., sidoroff, F., “Endommagement anisotrope en élasticité et plasticité”, Journal de

Mécanique théorique et appliquée pp. 45-60, 1982.

[19] VanGenuchten M. TH., “A closed-form equation for predicting the hydraulic conductivity of unsaturated

soils”, Soil Science Society of America Journal, 44:892-898, 1980.

[20] Pintado, X., Ledesma. A., Lloret. A., “Backanalysis of thermohydraulic bentonite properties from laboratory

tests”, Engineering Geology, 64:91–115, 2002.

[21] Chairelli, A. S., Shao, J. F., “Modelisation elastoplastique couplee l’endommagement anisotrope

induit pour les arilites”, Revue Francaire de Genie Civil, 6(1): 115-130, 2002.

[22] Homand, F., Chairelli, A. S. and Hoxha. D.,“Caracteristiques physiques et mecaniques du granite

dela vienne et de l’argilite de l’est”, Revue Francaire de Genie, 5, 2002.

[23] Gens, A., Garcia-Molina, A. J., Olivella, S., Alonso,E. E., Huertas, F., “Analysis of a full scale in situ

test simulating repository conditions”, International Journal for Numerical and Analytical Methods in

Goemechanics, 22: 515-548, 1998.

[24] Bourgeois, F., Burlion, N., Shao, J. F., “Modelling of elatoplastic damage in concrete due to desiccation

shrinkage”, Int. J. for Num. and Anal. Meth. In Geomech,., 26, 759-774, , 2002.

[25] Jia, Y., Song, X. C., Duveau, G., Su, K., Shao, J. F., “Elastoplastic damage modeling of argillite in Partially saturated condition and application”, Physiscs and Chemistry of the Earth, 32, 656-666, 2007.

[26] Fredlund, D.G., Morgenstern, N.R., “Constitutive relations for volume change in unsaturated soil”, Can.

Geotech.J.13, No.3, 261-276, 1976.