@article{oai:muroran-it.repo.nii.ac.jp:00008088,
 author = {磯崎, 真一 and ISOZAKI, Shinichi and 新田, 登 and NITTA, Noboru},
 journal = {室蘭工業大学研究報告. 理工編, Memoirs of the Muroran Institute of Technology. Science and engineering},
 month = {Nov},
 note = {application/pdf, Static triaxial compression tests on the specimens prepared by MSP were performed to compare the larger diameter specimens (Φ150 × 360mm) with the standard specimens (Φ70 × 170mm, Φ50 × 120mm, Φ35 × 85mm). Tests results showed that the angle of shearing resistance of specimens with large diameter (Φ150mm) have a larger degree values (about 1 degree) than those of the standard specimens (Φ≦70mm) in spite of relative densities. For the specimens with diameter of 150mm, a series of static triaxial compression and extension tests on the specimens prepared by different methods (to obtain the specimens having a different fabric) were also performed. The variation in the angle of shearing resistance due to the effect of difference in sample preparation methods can be observed more clearly for the specimens with diameter of 150mm than for the specimens with diameter of 50mm. Furthermore, elasto-plastic stress-strain relations proposed by Miura et al. were adopted to the medium triaxial test (Φ150mm) results. Comparisons of the predicted and measured stress-strain relationships showed that the proposed theory is almost capable of simulating the specimen with diameter 150mm deformability.},
 pages = {309--318},
 title = {砂の三軸強度特性の供試体寸法と構造依存症に関する実験的・解析的研究},
 volume = {37},
 year = {1987},
 yomi = {イソザキ, シンイチ and ニッタ, ノボル}
}