@article{oai:muroran-it.repo.nii.ac.jp:00010119,
 author = {山澤, 文雄 and YAMASAWA, Fumio and 今野, 久志 and KONNO, Hisashi and 西, 弘明 and NISHI, Hiroaki and 小室,  雅人 and KOMURO, Masato and KISHI,  Norimitsu and 岸, 徳光},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {},
 note = {application/pdf, In this study, in order to investigate impact resistant capacity of existing rockfall protection retaining wall, weight impact loading tests of the small-scale models were conducted taking foundation material, length of the wall, mass of the impacting weight as variables. The results obtained from this study were as follows: 1) angular velocity at the wall reaching the maximum rotation angle was a constant irrespective of kind of the foundation material and magnitude of length of the retaining wall; and 2) the coefficient of restitution e of the impacting weight tends to be zero due to increasing length of the retaining wall.},
 pages = {789--796},
 title = {落石防護擁壁の耐衝撃挙動に関する重錘衝撃実験},
 volume = {64A},
 year = {2018},
 yomi = {コンノ, ヒサシ and ニシ, ヒロアキ and コムロ, マサト and キシ, ノリミツ}
}