@article{oai:iwate-u.repo.nii.ac.jp:00015798,
 author = {松嶋, 秀士 and 井良沢, 道也},
 issue = {4},
 journal = {日本地すべり学会誌, Journal of the Japan Landslide Society},
 month = {},
 note = {我が国の国土の約7割が山地であり, 道路や住宅を保全対象とした落石防護柵が高度経済成長期より整備されている。ひし形金網, ワイヤロープ及びH形鋼の支柱で構成されている従来型落石防護柵の総延長は膨大であり, この既存ストックを有効活用した強靭化及び長寿命化が求められている。本研究では, 実規模実験により従来型落石防護柵の挙動を把握するとともに, 補強方法の検証を行い, その効果を明らかにした。, About 70％ of Japan's land area is mountainous, and rockfall protection fences have been constructed to protect roads and houses since the period of rapid economic growth. The total length of conventional rockfall protection fences, which are composed of rhombic wire mesh, wire rope and H-shaped steel posts, is enormous, and it is necessary to make effective use of the existing stock to strengthen and extend their service life. In this study, the behavior of the conventional rockfall protection fence was investigated by full-scale experiments, and the reinforcement method was verified and its effectiveness was clarified.},
 pages = {177--186},
 title = {実規模実験による従来型落石防護柵の挙動と補強に関する研究：既存ストックの有効活用について},
 volume = {58},
 year = {2021}
}