WebF. Pellet A. Hajdu F. Deleruyelle F. Besnus (2005) ArticleTitle A viscoplastic constitutive model including anisotropic damage for the time dependent mechanical behaviour of … WebModelling failure in geomaterials, concrete or other quasi‐brittle materials and proper accounting for size effect, geometry and boundary effects are still pending issues. …
International Journal of Geomechanics_影响因子(IF)_中科院分 …
WebABSTRACT The effects of stabilizing piles on the stability of a slope are predicted by the three-dimensional elasto-plastic shear strength reduction finite element method. The soil … Web来歴. 福岡県立修猷館高等学校を経て九州大学農学部で学び、1964年に卒業。 1966年、九州大学農学部助手、1980年、同助教授、1989年、同教授となり、2005年、定年退職、九州大学名誉教授、2007年、第一工業大学教授、2013年、大阪大学 招へい教授を経て、2016年、MSC Software, Ltd. 技術顧問として現在 ... subway wolfville ns
Applied Sciences Free Full-Text One-Dimensional Nonlinear ...
WebSep 6, 2024 · The use of salt rock for underground radioactive waste disposal facilities requires a comprehensive analysis of the creep-damage process in salt rock. A computer-controlled creep setup was employed to carry out a creep test of salt rock that lasted as long as 359 days under a constant uniaxial stress. The acoustic emission (AE) space-time … WebBui, H. H. and Fukagawa, R. [2011] “ An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic … WebINTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS Int. J. Numer. Anal. Meth. Geomech. 2008; 32:771–801 Published … subway wonderlic test