Jean Sulem

Instabilities Modeling in Geomechanics


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D.K., Wagner, H. and Cook, N.G.W. (1973). Some observations concerning the microscopic and mechanical behaviour of quartzite specimens in stiff, triaxial compression tests. Int. J. Rock Mech. Min. Sci. Geomech. Abs., 10(6), 713–726.

      Hicks, M.A. and Spencer, W.A. (2010). Influence of heterogeneity on the reliability and failure of a long 3D slope. Comput. Geotechnics, 37(7–8), 948–955.

      Hill, R. (1958). A general theory of uniqueness and stability in elastic-plastic solids. J. Mech. Phys. Solids, 6, 236.

      Hill, R. (1962). Acceleration waves in solids. J. Mech. Phys. Solids, 10, 1–16.

      Hueckel, T. (1975). On plastic flow of granular and rocklike materials with variable elasticity moduli. Bulletin of the Polish Academy of Science, Engineering Sciences Series, 23(8), 405–414.

      Hueckel, T. (1976). Coupling of elastic and plastic deformations of bulk solids. Meccanica, 4(11), 227–235.

      Hueckel, T. (1992). Water-mineral interaction in hygro-mechanics of clays exposed to environmental loads: A mixture theory approach. Canadian Geotechnical Journal, 29, 1071–1086.

      Hueckel, T. (2002). Reactive plasticity for clays during dehydration and rehydration. Part I: Concepts and options. International Journal of Plasticity, 18(3), 281–312.

      Hueckel, T. and Pellegrini, R. (1991). Thermoplastic modeling of undrained failure of saturated clay due to heating. Soils & Foundations, 31(3), 1–16.

      Hueckel, T., Francois, B. and Laloui, L. (2009). Explaining thermal failure in saturated clays. Geotechnique, 59(3), 197–212.

      Hueckel, T., Francois, B. and Laloui, L. (2011). Temperature dependent internal friction of clay in a heat source problem. Geotechnique, 61(14), 831–844.

      Hueckel, T., Mielniczuk, B., El Youssoufi, M.S., Hu, L.B. and Laloui, L. (2014). A three- scale cracking criterion for drying soils. Acta Geophysica, 62(5), 1049–1059.

      Iwashita, K. and Oda, M. (1998). Rolling resistance at contacts in simulation of shear band development by DEM. Journal of Engineering Mechanics–ASCE, 124(3), 285–292.

      Jaeger, J.C. and Cook, N.G.W. (1971). Fundamentals of Rock Mechanics. Chapman and Hall, New York.

      Karner, S.L., Kronenberg, A.K., Chester, F.M., Chester, J.S. and Hajash, A. Jr. (2008). Hydrothermal deformation of granular quartz sand. J. Geophys. Res., 113, B05404.

      Kozicki, J. and Tejchman, J. (2016). DEM investigations of two-dimensional granular vortex- and anti-vortex-structures during plane strain compression. Granular Matter, 18(2).

      Le, T.M.H, Gallipoli, D., Sanchez, M. and Wheeler, S. (2015). Stability and failure mass of unsaturated heterogeneous slopes. Canadian Geotechnical J., 52(11), 1747–1761.

      Maier, G. and Hueckel, T. (1979). Non-associated and coupled flow rules of elastoplasticity for rock-like materials. International Journal Rock Mechanics and Mining Science, 16, 77–92.

      Mandel, J. (1966). Conditions de stabilité et postulat de Drucker. In Rheology and Soil Mechanics, Kravtchenko, J. and Sirieys, P.M. (eds). Springer, Berlin.

      McConnell, R.G. and Brock, R.W. (2004). Report on the great landslide at Frank, Alberta, Canada. Department Of Interior Annual Reports, 1902–1908.

      Mroz, Z. (1963). Non-associated flow laws in plasticity. J. de Mechanique, 2, 21–42.

      Muir Wood, D. (1973). Truly triaxial stress-strain behaviour of kaolin. In Proceedings of the Symposium on the Role of Plasticity in Soil Mechanics, Cambridge, September 13–15, Palmer, A.C. (ed.) Cambridge University Press, Cambridge.

      Paterson, M.S. (1958). Experimental deformation and faulting in Wombeyan Marble. Bull. Geol. Soc. Amer, 60, 465–476.

      Rice, J.R. (1976). The localization of plastic deformation. In Theoretical and Applied Mechanics, Koiter, W.T. (ed.). North-Holland, Amsterdam.

      Rudnicki, J.W. and Rice, J.R. (1975). Conditions for localization of deformation in pressure- sensitive dilatant materials. J. Mech. Ph. Solids, 25, 371–394.

      Stefanou, I. and Sulem, J. (2015). Chemically induced compaction bands: Triggering conditions and band thickness. Journal of Geophysical Research–Solid Earth, 119(2), 880–899.

      Terzaghi, K. (1950). Mechanism of landslides. Harvard University, Department of Engineering, Cambridge, MA.

      Vardoulakis, I., Goldscheider, M. and Gudehus, G. (1978). Formation of shear bands in sand bodies as a bifurcation problem. International Journal for Numerical and Analytical Methods in Geomechanics, 2(2), 99–128.

      Venturino, P. (2010). Italy 16.02.2010: Impressive landslide caught on video–Italien Erdrutsch auf video. Available: https://www.youtube.com/watch?v=R__3DYQCVnA.

      Veveakis, E., Vardoulakis, I. and Di Toro, G. (2007). Thermoporomechanics of creeping landslides: The 1963 Vaiont slide, northern Italy. Journal of Geophysical Research–Earth Surface, 112(F3), F03026.

      Veveakis, E., Alevizos, S. and Vardoulakis, I. (2010). Chemical reaction capping of thermal instabilities during shear of frictional faults. Journal of the Mechanics and Physics of Solids, 58(9), 1175–1194.

      Zhang, Z., Zhang, R., Xie, H., Liu, J. and Were, P. (2015). Differences in the acoustic emission characteristics of rock salt compared with granite and marble during the damage evolution process. Environmental Earth Sciences, 73(11), 6987–6999.

      Zhao, Y., Cui, P., Hu, L.B. and Hueckel, T. (2011). Multi-scale chemo-mechanical analysis of the slip surface of landslides in the Three Gorges, China. Science China–Technological Sciences, 54(7), 1757–1765.

      Zienkiewicz, O.C., Taylor, R.L. and Zhu, J.L. (2005). The Finite Element Method: Its Basis and Fundamentals, 5th ed. McGraw-Hill, Oxford.

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