粘土の圧密に関するレオロジー的考察

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  • 柴田 徹
    社團法人土木學會 京都大学, 防災研究所

書誌事項

タイトル別名
  • RHEOLOGICAL STUDIES ON THE CONSOLIDATION OF CLAY
  • ネンド ノ アツミツ ニ カンスル レオロジーテキ コウサツ

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In this paper, applying the concept deduced from the microscopic viewpoint and assuming that the spring constants of clay is a function of the total stress at the stress range upper than the pre-consolidation stress, a new fundamental formula concerning the secondary compression and the ultimate amount of compression is derived. By this formula, the results of long duration oedometer tests of clays are satisfactorily explained. The values of rheological constants which influence the rate of settlement of clay are computed and the magnitudes of secondary compression of Alluvial and Diluvial clays are compared quantitatively. Further, the compression index and compressibility coefficient of clay deduced from the author's theory are considered and the temperature effect on consolidation is discussed.

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