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タイトル: | 繰り返しせん断における粘土の力学特性 |
その他のタイトル: | MECHANICAL PROPERTIES OF CLAY UNDER THE REPETITIOUS LOADS |
著者: | 村山, 朔郎 栗原, 則夫 |
著者名の別形: | MURAYAMA, Sakuro KURIHARA, Norio |
発行日: | 1-Mar-1969 |
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. B |
巻: | 12 |
号: | B |
開始ページ: | 139 |
終了ページ: | 146 |
抄録: | Triaxial repetitious compression tests were performed on saturated remoulded clayspecimens under the undrain condition and changes in some mechanical properties dueto repetitious loading were investigated.Furthermore, the influence of stress history on the shear strength was discussed.Principal conclusions obtained from these tests are as follows;(1) It may be supposed that, if clay specimens, whose water contents are equal butwhose consolidation histories are different, are remoulded by applying repetitious loads, the effective stresses in the specimens thus remoulded are almost equal.(2) The shear strength and the strain which appear in the specimen at failurebecome almost constant due to the repetitious loading irrespective of its history whetherit is normally consolidated or overconsolidated. |
URI: | http://hdl.handle.net/2433/69698 |
関連リンク: | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html |
出現コレクション: | No.12 B |
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