@article{oai:ir.kagoshima-u.ac.jp:00005726,
 author = {三隅, 浩二 and MISUMI, Koji and 古川, 大嗣 and FURUKAWA, Taiji and 野村, 将平 and NOMURA, Syohei},
 journal = {鹿児島大学工学部研究報告, The research reports of the Faculty of Engineering, Kagoshima University},
 month = {Nov},
 note = {The determination procedure of sandy soil’s compression index is proposed newly in this paper. At first, a series of box shear test datum are obtained under constant perpendicular stress condition. Secondly, this method is carried out by fitting some equations to sandy soil’s shearing behaviors (i.e., dilatancy behaviors). Finally, sandy soil’s compression index is obtained by relationship between maximum compressive displacements and initial specific volumes. The validity of this method is confirmed by applying to Toyoura standard sand.},
 pages = {9--16},
 title = {一面せん断試験による砂質土の圧縮指数の決定},
 volume = {56},
 year = {2014}
}