1γ2ε' : a new shear apparatus to study the behavior of granular materials
暂无分享,去创建一个
[1] Kenji Ishihara,et al. ANISOTROPIC DEFORMATION CHARACTERISTICS OF SAND UNDER THREE DIMENSIONAL STRESS CONDITIONS , 1979 .
[2] Hackmet Aly Joer. Une nouvelle machine de cisaillement pour l'étude du comportement des milieux granulaires : 1[gamma]2[epsilon] , 1991 .
[3] L. Bjerrum,et al. Direct Simple-Shear Tests on a Norwegian Quick Clay , 1966 .
[4] Ronald F. Scott,et al. A New Soil Testing Apparatus , 1967 .
[5] W. Kjellman,et al. Testing The Shear Strength of Clay in Sweden , 1951 .
[6] B. Cambou,et al. Induced anisotropy in cohesionless soil: Experiments and modelling , 1988 .
[7] Poul V. Lade,et al. Cubical Triaxial Apparatus for Soil Testing , 1978 .
[8] Antonio Gens,et al. Undrained anisotropy and principal stress rotation in saturated sand , 1984 .
[9] J. Desrues,et al. Mesure du champ de déformation d'un objet plan par la méthode stéréophotogrammétrique de faux relief , 1984 .