Pure cross-anisotropy for geotechnical elastic potentials

نویسندگان

چکیده

Abstract The pure cross-anisotropy is understood as a special scaling of strain (or stress). scaled tensor used an argument in the elastic stiffness compliance). Such anisotropy can be overlaid on top any stiffness, particular one obtained from potential with its own stress-induced anisotropy. This superposition does not violate Second Law. method also applied to other functions like plastic potentials or yield surfaces, wherever some desired. described by sedimentation vector and at most two constants. Scaling more than purely anisotropic constants shown impossible. formulation was compared experiments alternative approaches. Static dynamic calibration discussed. Graphic representation popular response envelopes requires enhancement for Several examples are presented. All derivations were accomplished using algebra program Mathematica.

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ژورنال

عنوان ژورنال: Acta Geotechnica

سال: 2021

ISSN: ['1861-1125', '1861-1133']

DOI: https://doi.org/10.1007/s11440-021-01284-9