@misc{oai:kumadai.repo.nii.ac.jp:00027907,
 author = {佐藤, 宇紘 and 林, 悟史 and 大谷, 順 and Sato, Takahiro and Hayashi, Satoshi and Otani, Jun},
 month = {Sep},
 note = {application/pdf, 発表資料, The objective of this research is to elucidate the characteristics about the vertical bearing capacity
of a spiral pile. In this study, the static penetration model tests were conducted on special boundary
condition at the spiral pile head. It is the shaft rotate condition. It was confirmed that the shaft rotate
condition have a significant impact for the penetration resistance and vertical bearing capacity of
spiral pile. As other approach of grasp the mechanism of the bearing capacity of the pile, the
internal alteration of model ground was observed using the X-ray CT scanner. A disturbed area of
the model ground around the spiral pile was observed in visualized CT images.},
 title = {Observation of internal model ground around the spiral pile on vertical loading condition using X-ray CT scanner},
 year = {2013}
}