2026-03-14T19:56:51Z https://it-hiroshima.repo.nii.ac.jp/oai

oai:it-hiroshima.repo.nii.ac.jp:00000986 2023-07-25T10:35:56Z 1:18:384

砂・粘土混合土のコンシステンシー特性 The Consistency of Sand-Clay Mixed Soils 熊本, 直樹 クマモト, ナオキ Kumamoto, Naoki consistency sand-clay mixed soil fine-grained soil compressibility shear strength application/pdf In order to investigate the consistency characteristics of sand-clay mixed soils, a series of consistency limit tests was performed on sand and clay mixtures with various fine-grained soils content. As the result the following things became clear. The consistency changes drastically on the boundary of fine fraction content Fc about 20%. The relationship between consistency limit of sand-clay mixed soils and consistency limit of fine soils is obtained as a function of fine fraction content. In this paper, experimental results and their discussion are presented to show some effects of the fine fraction content of sand-clay mixed soils on its geotechnical properties such as compressibility and shear strength. departmental bulletin paper 広島工業大学 2015-02 VoR application/pdf 広島工業大学紀要. 研究編 49 35 42 AA11599110 13469975 https://it-hiroshima.repo.nii.ac.jp/record/986/files/research49_035-042.pdf https://it-hiroshima.repo.nii.ac.jp/records/986 jpn