@article{oai:muroran-it.repo.nii.ac.jp:00007157,
 author = {木幡,  行宏 and KOHATA, Yukihiro and 伊藤, 企陽司 and ITO, Kiyoshi and 小山, 雄大 and KOYAMA, Yuta},
 journal = {ジオセンティックス論文集},
 month = {Dec},
 note = {application/pdf, A Liquefied Stabilized soil (LSS) is easy to occur a brittle failure as increased a strength due to an increasing of cement content. In this study, to examine the mechanical characteristic of LSS mixed with fiber material that uses the solidification material newly developed, a series of Consolidated–Undrained triaxial compression test was done to LSS mixed with fibered material that uses the solidification material for unusual soil and usual soft soil, and the influence on strength/deformation properties was examined. It was found that ductile property of LSS is improved as an increasing of fiber material, and reinforced effect for the damage by the shear.},
 pages = {95--100},
 title = {繊維材で補強された流動化処理土のせん断特性に及ぼす固化材の影響},
 volume = {26},
 year = {2011},
 yomi = {コハタ, ユキヒロ and イトウ, キヨシ and コヤマ, ユウタ}
}