THE PROPERTIES OF NORMALLY AND OVERCONSOLIDATED CLAY AFTER FREEZING AND THAWING HISTORY

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  • ONO Takashi
    社団法人 土木学会 北海学園大学 工学部土木工学科
  • KODAMA Daiki
    社団法人 土木学会 (株) 日建ソイルリサーチ
  • KATO Takaki
    社団法人 土木学会 北海道開発局 小樽開発建設部

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  • 凍結・融解履歴を受ける正規圧密および過圧密飽和粘土の性質について
  • トウケツ ユウカイ リレキ オ ウケル セイキ アツミツ オヨビ カアツミツ ホウワ ネンド ノ セイシツ ニ ツイテ

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Freeze-thaw-shear tests are carried out in order to investigate fundamental properties of normally and overconsolidated clay after freezing and thawing history in the laboratory under triaxial condition. It is found that the frozen and thawed sample shows larger strength and smaller pore pressure development than those of unfrozen sample for the normally consolidated clay, and the change of shear strength and the dilatancy of overconsolidated clay depends on the overconsolidation ratio of sample.

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