作者: Chikayoshi Yatomi , Atsushi Yashima , Atsushi Ilzuka , Ikuo Sano
DOI: 10.3208/SANDF1972.29.3_41
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摘要: ABSTRACT In order to simulate the formation of localized shear bands, which is commonly observed during large deformation soils, we first present a systematic extension well known Cam-clay model developed for small strains finite strains/deformations and then incorporates non-coaxial term in model. Finally, confining undrained plane strain conditions, examine effects on bands formation.