CONSISTENCY OF DECOMPOSED GRANITE SOILS AND ITS RELATION TO ENGINEERING PROPERTIES :

• MATSUO,SHIN-ICHIRO

  Civil Engineering at Kyoto University.

• FUKUTA,MAMORU

  Civil Engineering at Osaka Institute of Technology.

• NISHIDA,KAZUHIKO

  Civil Engineering at Kansai University.

抄録

A study of the consistency of decomposed granite soils was made by a new method based on the slump test. It is shown that the degree of weathering and mineral composition which play a significant role in the classification of the decomposed granite soils can be well represented by the consistency according to this method, and that the consistency is closely related to engineering properties such as compaction and permeability.

収録刊行物

• Soil and foundation

  Soil and foundation 10 (4), 1-9,

  Japanese Society of Soil Mechanics and Foundation Engineering

詳細情報

• CRID: 1543668945048748032
• NII論文ID: 110003899040
• NII書誌ID: AA00700879
• Web Site: http://dl.ndl.go.jp/info:ndljp/pid/10450016
• 本文言語コード: en
• データソース種別:
  • NDL-Digital
  • CiNii Articles