@article{oai:repo.lib.tut.ac.jp:00001279,
 author = {小浪, 岳治 and 三浦, 均也 and 佐々木, 泰比古 and 藤井, 大道 and Konami, Takeharu and Miura, Kinya and Sasaki, Yasuhiko and Fujii, Daido},
 issue = {11},
 journal = {土と基礎, Soil mechanics and foundation engineering},
 month = {Nov},
 note = {The behavior of a three-step-type multi-anchored retaining was observed during its construction, for the establishment of the rational design of this new step-type retaining wall The deflection of vertical wall panel alignment, and tensional forces in tie bars were monitored and the distribution of earth pressure on wall panels, and the pull-out forces on earth anchors We found that the employment of step-type retaining wall notably reduced the load on the tie bars and earth anchors in the bottom part of the retaining wall in accordance with the limit equilibrium analysis with slip circles., 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/110003889749},
 pages = {50--52},
 title = {多段積多数アンカー式補強土壁の動態観測},
 volume = {51},
 year = {2003}
}