@article{oai:toyama.repo.nii.ac.jp:00015793,
 author = {原, 隆史 and 松田, 哲夫 and 鵜飼, 恵三},
 issue = {5},
 journal = {土と基礎 = Soil mechanics and foundation engineering, Soil mechanics and foundation engineering},
 month = {May},
 note = {application/pdf, It would be proposed an inspection method of quantitative stability of moved abutments on soft ground, which can evaluate stresses and displacements occurring in the pile foundation, by using FEM analysis. The reproducibility of the behavior of the pile foundation analyzed by FEM was confirmed from in-situ tests adopted real scale piled bridge abutment on soft ground. The results of the in-situ test and an example applied the proposed method to a moved abutment would be described in this paper., Article, 土と基礎 = Soil mechanics and foundation engineering 52(5), 18-20.(2004)},
 pages = {18--20},
 title = {FEM解析を用いた変状橋台基礎の健全性の確認},
 volume = {52},
 year = {2004}
}