@article{oai:muroran-it.repo.nii.ac.jp:00006381,
 author = {大杉, 富美一 and OHSUGI, Fumikazu and 土屋,  勉 and TSUCHIYA, Tsutomu and 島田,  正夫 and SHIMADA, Masao and 吉田, 勝之 and YOSHIDA, Katsuyuki},
 issue = {591},
 journal = {日本建築学会構造系論文集},
 month = {May},
 note = {application/pdf, Installation model tests of screwed steel pipe pile, which has helical wing on the pile edge, were executed in uniformly graded high density sand in a calibration chamber. The experimental factors are the pile diameter D_0 (48.6, 76.3, 101.6mm) and the surcharge pressure σ_v (50, 100, 150kPa). The results show the residual stresses, which remain in the screwed pile after installation, amount to high ratio for the stresses during installation. We have discussed the penetration mechanism of the screwed pile based on the stress distribution in the cross section of the pile.},
 pages = {69--75},
 title = {大型加圧土槽を利用した回転貫入模型杭の貫入実験},
 year = {2005},
 yomi = {オオスギ, フミカズ and ツチヤ, ツトム and シマダ, マサオ and ヨシダ, カツユキ}
}