@article{oai:miyazaki-u.repo.nii.ac.jp:00002748,
 author = {Nakamura, Masaki and 中村, 真貴 and 亀井, 健史 and 山田, 剛広 and Kamei, Takeshi and Yamada, Takahiro},
 journal = {宮崎大学工学部紀要, Memoirs of Faculty of Engineering, University of Miyazaki},
 month = {Jul},
 note = {Number of severe damages due to earthquakes have been occurred in Japan. Currently, much attention is being given to road embankments damage by big earthquakes. Consequently, the proper seismic design and improvement of embankments are needed to prevent catastrophic failure of embankment. This master thesis describes numerical studies on the effects of seismic loading and embankment conditions on seismic performance of embankment foundations. The deformation characteristics of embankment foundation caused by seismic loading were compute and compared. It was found that the relationship between seismic loading and embankment conditions were quantitatively shown and it also investigated the effect of embankment materials on seismic performance of embankment. Finally, this master thesis emphasizes to geotechnical engineers the necessity of integrated evaluation for the refinement of construction technology. It is, therefore, concluded that the numerical investigations may be utilized as a preliminary step in engineering practice.},
 pages = {173--180},
 title = {盛土基礎地盤の耐震性に及ぼす地震動と盛土条件の影響に関する解析学的研究},
 volume = {41},
 year = {2012},
 yomi = {ナカムラ, マサキ and カメイ, タケシ and ヤマダ, タカヒロ}
}