砂・粘土混合土のコンシステンシー特性

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/12084
ファイル
タイトル
砂・粘土混合土のコンシステンシー特性
別タイトル
The Consistency of Sand-Clay Mixed Soils
著者
氏名 熊本 直樹
ヨミ クマモト ナオキ
別名 Kumamoto Naoki
キーワード
consistency
sand-clay mixed soil
fine-grained soil
compressibility
shear strength
抄録

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.

掲載雑誌名
広島工業大学紀要. 研究編
49
開始ページ
35
終了ページ
42
出版年月日
2015-02
ISSN
1346-9975
NCID
AA11599110
本文言語
日本語
資料タイプ
紀要論文
著者版フラグ
出版社版
区分
it-hiroshima