@article{oai:repo.lib.tut.ac.jp:00001278,
 author = {足立, 有史 and 三浦, 均也 and 三原, 正哉 and 浦野, 和彦 and Adachi, Yuji and Miura, Kinya and Mihara, Masaya and Urano, Kazuhiko},
 issue = {11},
 journal = {土と基礎, Soil mechanics and foundation engineering},
 month = {Nov},
 note = {A series of shaking table tests was conducted on three types of sloping ground model with pile foundation This study aims to reveal the mechanism of damage to pile foundation induced by the lateral flow of liquefied sloping ground, with special attention on the interaction between the pile foundation and the surface non-liquefaction layer As the result of comparative examination of the observed behaviors, the significant combined effect of surface nonliquefaction layer and lateral flow on the damage to pile foundation was clarified., rights: 地盤工学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである　relation : isVersionOf: http://ci.nii.ac.jp/naid/110003889737},
 pages = {14--16},
 title = {非液状化層を有する地盤の液状化流動を受ける杭基礎構造物の模型振動台実験},
 volume = {51},
 year = {2003}
}