The Consistency of Sand-Clay Mixed Soils

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  • 砂・粘土混合土のコンシステンシー特性
  • スナ ・ ネンド コンゴウド ノ コンシステンシー トクセイ

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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.

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