@article{oai:muroran-it.repo.nii.ac.jp:00005826,
 author = {土屋,  勉 and TSUCHIYA, Tsutomu and 吉田, 勝之 and YOSHIDA, Katsuyuki and 大杉, 富美一 and OHSUGI, Fumikazu},
 issue = {10},
 journal = {日本建築学会技術報告集},
 month = {Jun},
 note = {application/pdf, This paper describes a bearing capacity formula for steel pipe pile with four helical wings. The pile can be possessed high bearing capacity because of being screwed in with lateral soil displacement. 21 vertical loading tests, in which a new measuring system for axial strain of the pile was devised, were performed to evaluate the bearing capacity of these piles in various fields. A convenient bearing capacity formula, which is considered as a sum of end bearing capacity of the pile tip and four wings, is proposed based on the test results.},
 pages = {57--60},
 title = {多翼部を有する小径鋼管杭工法の開発},
 year = {2000},
 yomi = {ツチヤ, ツトム and ヨシダ, カツユキ and オオスギ, フミカズ}
}