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ファイル | 記述 | サイズ | フォーマット | |
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a08abp45.pdf | 274.1 kB | Adobe PDF | 見る/開く |
タイトル: | 粘土の応力ヒズミ関係について |
その他のタイトル: | STRESS-STRAIN RELATIONSHIP OF THE NORMALLY CONSOLIDATED CLAY |
著者: | 柴田, 徹 軽部, 大蔵 |
著者名の別形: | SHIBATA, Toru KARUBE, Daizo |
発行日: | 1-Mar-1965 |
出版者: | 京都大学防災研究所 |
誌名: | 京都大学防災研究所年報 |
巻: | 8 |
開始ページ: | 515 |
終了ページ: | 523 |
抄録: | The results of experimental study of deformations, pore-water pressures and shear stren-gths of normally consolidated clay in 02- o3-plane are presented.Axial strian controled and stress controled triaxial compression and extension tests andstress relaxation tests of remolded and reconsolidated clay were performed in the undrainedcondition. During the shearing tests, applied stress were controled so that radial stress, axialstress or the mean value of the three pincipal stesses may be kept dnstant. The failurestrain of the clay is almost same value in the all tests, I.e. about 10% of axial strain, andstrength of the clay is expected by the Mohr-Coulomb theory. The pore-water pressureinduced by the dilatancy is a function of the magnitude of the oxtahedral shear stress, and is not affected by its direction. |
URI: | http://hdl.handle.net/2433/69202 |
関連リンク: | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html |
出現コレクション: | No.8 |
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