@article{oai:ir.kagoshima-u.ac.jp:00006074,
 author = {三隅, 浩二 and MISUMI, Koji 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 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 Toyoura sand and local soil Shirasu. And the differences of these soils’ compression index are made clear by comparison with their values.},
 pages = {1--6},
 title = {三軸せん断試験による豊浦砂としらすの圧縮指数の決定},
 volume = {57},
 year = {2015}
}