書誌事項
- タイトル別名
-
- EFFECTS OF LOADING PERIOD OF CYCLIC SHEAR ON THE SETTLEMENT OF SATURATED CLAYEY LAYER
- クリカエシ センダン ニ キインシタ ネンドソウ ノ チンカ ニ オヨボス シ
この論文をさがす
抄録
Two-way strain controlled cyclic simple shear tests with different loading periods (0.2-10s) are performed for normally and overconsolidated kaolinite clay specimens (OCR=1, 6). The specimens are subjected to cyclic shear under undrained condition and subsequently the cumulated excess pore water pressure are dissipated. In conclusion, it is clarified that for normally consolidated clay, the larger the period of cyclic shear, the larger the excess pore water pressure becomes and that with the increase of OCR, effects of the period on the cumulated excess pore water pressure disappear. As for the settlement, however, the effects of period can not be seen.
収録刊行物
-
- 土木学会論文集
-
土木学会論文集 1990 (418), 173-179, 1990-06-20
公益社団法人 土木学会
- Tweet
キーワード
詳細情報 詳細情報について
-
- CRID
- 1390001205309458176
-
- NII論文ID
- 130003799896
- 40004507210
-
- NII書誌ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL書誌ID
- 3676551
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可