@article{oai:muroran-it.repo.nii.ac.jp:00009764,
 author = {山口, 悟 and YAMAGUCHI, Satoru and 小室,  雅人 and KOMURO, Masato and 栗橋,  祐介 and KURIHASHI, Yusuke and 今野, 久志 and KONNO, Hisashi and KISHI,  Norimitsu and 岸, 徳光},
 journal = {構造工学論文集. A, Journal of Structural Engineering. A},
 month = {Mar},
 note = {application/pdf, In order to establish a performance-based impact resistant design procedure for rockfall protection galleries, falling-weight impact tests of a full-scale gallery specimen were conducted for the cases of using sand and gravel cushions. The gallery specimen was designed based on the allowable stress design procedure for an input impact energy of <i>E</i> = 100 kJ following Japanese design guideline. From this study, following results were obtained: 1) the absorbing performance of the sand cushion was higher than that of gravel one, when the input impact energy was fifteen times greater than the design value; and 2) for both sand and gravel cushions, the gallery specimen was still in the elastic (cracked) state, i.e. serviceability limit state.},
 pages = {1012--1023},
 title = {敷砂または砕石緩衝材を用いた落石防護覆道の実規模衝撃載荷実験},
 volume = {61},
 year = {2015},
 yomi = {ヤマグチ, サトル and コムロ, マサト and クリハシ, ユウスケ and コンノ, ヒサシ and キシ, ノリミツ}
}