@article{oai:muroran-it.repo.nii.ac.jp:00010309,
 author = {近藤, 里史 and KONDO, Satoshi and 田尻, 太郎 and TAJIRI, Taro and 佐藤, 昌志 and SATO, Masashi and 小室,  雅人 and KOMURO, Masato and KISHI,  Norimitsu and 岸, 徳光},
 journal = {構造工学論文集 Ａ},
 month = {},
 note = {application/pdf, Usually, driving steel pile was controlled based on the dynamic bearing capacity of the foundation evaluated following the specifications. However, the capacity is just only one index for driving the pile because the static capacity for design use has not been specified. Even though the static capacity can be evaluated by analyzing the impact force occurred at driving the pile, the method has still been sophisticated and has not been customized for practical use. Here a simple and practical method for evaluating the static bearing capacity of the foundation was proposed, and the applicability was verified comparing with the field test results.},
 pages = {859--866},
 title = {打込み時衝撃力波形に基づいた鋼管杭の静的支持力評価},
 volume = {65},
 year = {2019},
 yomi = {コンドウ, サトシ and タジリ, タロウ and サトウ, マサシ and コムロ, マサト and キシ, ノリミツ}
}