@article{oai:muroran-it.repo.nii.ac.jp:00005845,
 author = {横浜, 勝司 and YOKOHAMA, Shoji and 川村,  志麻 and KAWAMURA, Shima and 三浦,  清一 and MIURA, Seiichi},
 journal = {応用力学論文集},
 month = {Aug},
 note = {application/pdf, This study aims to clarify analytically mechanical behaviors of a sand-structure system subjected to static and cyclic loadings.In particular, the settlement-lateral deformation behaviors of the ground bearing a structure are focused.A series of FEM analysis based on Mohr-Coulomb formulas with non-associated flow rule was carried out to accomplish the purpose.The analysis results obtained were detailedly compared with those of the model static and cyclic tests performed on the two-dimensional soil box.On the basis of these results, the applicability of FEM analysis to evaluate the deformation behaviors of the ground-structure system was made clear.},
 pages = {513--520},
 title = {静的および繰返し荷重を受ける砂地盤 - 構造物系の変形挙動の解析},
 volume = {3},
 year = {2000},
 yomi = {ヨコハマ, ショウジ and カワムラ, シマ and ミウラ, セイイチ}
}