Auteur Yang-Ping Yao
Documents disponibles écrits par cet auteur (3)
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Article : texte imprimé
Yang-Ping Yao, Auteur ; An-Nan Zhou, Auteur |Because the three-dimensional strength of soil, rock, and concrete is influenced nonlinearly by the hydrostatic pressure and Lode’s angle, the failure surface is irregular in stress space, especially in the large stress range. Based on Lade’s cr[...]
Article : texte imprimé
Yang-Ping Yao, Auteur ; An-Nan Zhou, Auteur |Because the three-dimensional strength of soil, rock, and concrete is influenced nonlinearly by the hydrostatic pressure and Lode’s angle, the failure surface is irregular in stress space, especially in the large stress range. Based on Lade’s cr[...]
Article : texte imprimé
Yang-Ping Yao, Auteur ; Yu-Xia Kong, Auteur |Extended UH model is a three-dimensional elastoplastic constitutive model that builds on a modification of the UH model with a unified hardening parameter, to account for the effect of anisotropy and the influence of K0 consolidation on the stre[...]
