CONSISTENCY OF DECOMPOSED GRANITE SOILS AND ITS RELATION TO ENGINEERING PROPERTIES

スポンサーリンク

概要

• 論文の詳細を見る

• 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.

• 社団法人地盤工学会の論文

著者

• Nishida Kazuhiko

  Civil Engineering Kansai University

• Nishida Kazuhiko

  Civil Engineering At Kansai University.

• Nishida Kazuhiko

  Civil Engineering At Kansai University

• MATSUO SHIN-ICHIRO

  Civil Engineering at Kyoto University.

• FUKUTA MAMORU

  Civil Engineering at Osaka Institute of Technology.

• Matsuo Shin-ichiro

  Civil Engineering At Kyoto University

関連論文

• CONSISTENCY OF DECOMPOSED GRANITE SOILS AND ITS RELATION TO ENGINEERING PROPERTIES
• THE PROPERTIES OF DECOMPOSED GRANITE SOILS AND THEIR INFLUENCE ON PERMEABILITY
• THE PROPERTIES OF DECOMPOSED GRANITE SOILS AND THEIR INFLUENCE ON PORTLAND CEMENT STABILIZATION
• THE PROPERTIES OF DECOMPOSED GRANITE SOILS AND THEIR INFLUENCE ON PERMEABILITY

スポンサーリンク