@article{oai:muroran-it.repo.nii.ac.jp:00010108,
 author = {牛渡, 裕二 and USHIWATARI, Yuji and 小室,  雅人 and KOMURO, Masato and 前田, 健一 and MAEDA, Kenichi and 保木,  和弘 and HOKI, Kazuhiro 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 an applicability of the three-layered absorbing system (TLAS) with soil cement to rockfall protection walls, large-scale falling-weight impact test were carried out using 5 and/or 10 ton weight. Also conducting dynamic response analysis of the full-scale rockfall protection wall with the TLAS inputting time history of the transmitted impact force obtained from the test results, the damage level and stability of the wall were verified. The following results obtained from this study were as follows: 1) TLAS proposed here can effectively absorb the impact force with an impact energy of E = 1,200 kJ ; and 2) rockfall protection walls with TLAS proposed here can be applicable for falling rocks with the impact energy of E = 1,200 kJ.
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 pages = {973--982},
 title = {ソイルセメントを用いた緩衝システムの模型実験および実規模擁壁に関する衝撃応答解析},
 volume = {60A},
 year = {2014},
 yomi = {ウシワタリ, ユウジ and コムロ, マサト and ホキ, カズヒロ and キシ, ノリミツ}
}