@article{oai:ir.kagoshima-u.ac.jp:00002865,
 author = {三隅, 浩二 and MISUMI, Koji and 野村, 将平 and NOMURA, Syohei and 疋田, 達郎 and HIKIDA, Tatsuro},
 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 triaxial compression test datum are obtained under constant mean normal 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 positive volumetric strains and initial specific volumes. The validity of this method is confirmed by applying to local soil Shirasu.},
 pages = {1--8},
 title = {三軸圧縮試験による砂質土の圧縮指数の決定},
 volume = {56},
 year = {2014}
}