@article{oai:kanazawa-u.repo.nii.ac.jp:00047340,
 author = {矢富, 盟祥 and 八嶋, 厚 and 飯塚, 敦 and 佐野, 郁雄 and Yatomi, Chikayoshi and Yashima, Atsushi and Iizuka, Atsushi and Sano, Ikuo},
 issue = {4},
 journal = {Soils and Foundations, 土質工学会論文報告集},
 month = {},
 note = {This paper is concerned with the formation of the shear bands by employing the finite element method with a non-coaxial Cam-clay model developed in our last paper (Yatomi et al., 1989). This finite element method for finite strains is formulated as a soil/water coupling form based on the updated Lagrangean scheme. A demonstration of shear bands formation is given in a classical rigid punch problem without introducing any initial imperfections into the material elements., 金沢大学理工研究域環境デザイン学系},
 pages = {1--13},
 title = {Shear Bands Formation Numerically Simulated by a Non-Coaxial Cam-Clay Model},
 volume = {29},
 year = {1989}
}