@article{oai:toyama.repo.nii.ac.jp:00015803,
 author = {原, 隆史 and 辻, 慎一朗 and 吉田, 眞輝},
 journal = {ジオシンセティックス論文集, Proceedings of geosynthetics symposium},
 month = {},
 note = {application/pdf, 本研究は，RC構造物と同程度の規模の独立した補強土擁壁を実現し，建設事業におけるCO2 排出量削減とコスト縮減に資することを目的としている． これまでの研究では，実物大規模の静的水平載荷試験や衝撃載荷試 験，および動的遠心模型実験などからその実用性を確認してきた．本論文では，これらの実験結果を再現し得る簡易な外的安定照査手法を提案しているので報告する．, This study aims to achieve a new type of independent reinforced soil wall (Piled Geo-wall) that can be substitute for one made up of concrete with similar scale, and to contribute to sustainable development. In order to confirm the practicability of the novel structure, three experimental studies with static and impact loading tests and a dynamic centrifuge model test were carried out in the past years. Simple design methods of the novel structure, which can reproduce the results of the experiments, are introduced in this paper., Article, ジオシンセティックス論文集 27, 177-182.(2012)},
 pages = {177--182},
 title = {Piled Geo-wallの設計},
 volume = {27},
 year = {2012}
}