@article{oai:muroran-it.repo.nii.ac.jp:00006376,
 author = {川瀬, 良司 and KAWASE, Ryoji and KISHI,  Norimitsu and 岸, 徳光 and 今野, 久志 and KONNO, Hisashi and 石川, 博之 and ISHIKAWA, Hiroyuki},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, A two-layered absorbing system composed of RC slab for outer layer and EPS (Expanded Poly-Styrol) block for back layer, has been proposed to effectively absorb the impact force occurred due to falling rocks colliding against rockfall retaining-wall. The design method for the absorbing system has been proposed and its applicability was experimentally confirmed. The evaluation method of tumbling stability based on the conservation concept of angular momentum was also proposed. An applicability of the method was confirmed comparing with experimental results for the prototype walls on the foundation of concrete. However, in order to establish a more reasonable design system for s rockfall retaining-wall, the material property of ground must be considered. Here, an applicability of the method was confirmed performing a numerical analysis considering material properties of ground.},
 pages = {1663--1674},
 title = {二層緩衝構造を設置した落石防護擁壁の地盤物性を考慮した転倒安定性に関する数値解析的検討},
 volume = {51},
 year = {2005},
 yomi = {カワセ, リョウジ and キシ, ノリミツ and コンノ, ヒサシ and イシカワ, ヒロユキ}
}