@article{oai:setsunan.repo.nii.ac.jp:00001435,
 author = {鈴木, 和也 and 伊藤, 譲 and SUZUKI, Kazuya and ITO, Yuzuru},
 issue = {1},
 journal = {摂南大学　融合科学研究所論文集, Bulletin of the Transdisciplinary and Interdisciplinary Science Research Institute, Setsunan University},
 month = {Feb},
 note = {The purpose of this study is to understand the relationship between the amount of frozen /  unfrozen water in a saturated fine-grained soil and its consolidation characteristics. In this  study,we compared and examined the relationship between the frozen / unfrozen void ratio and  the geotechnical engineering properties (compression index, coefficient of permeability and coefficient of volume change) of a fine-grained soil (Shirotsuchi clay). It was revealed that the  newly proposed frozen void ratio was related to the geotechnical engineering properties, and  the unfrozen void ratio has no relation to them. Therefore, it was considered that the free water  represented by frozen void ratio governs the consolidation characteristics.},
 pages = {75--84},
 title = {飽和細粒土における圧密特性の凍・不凍水量による解釈},
 volume = {7},
 year = {2022},
 yomi = {スズキ, カズヤ and イトウ, ユズル}
}