| Axial stress–strain relation of encapsulated granular column | |
|---|---|
| 學年 | 97 |
| 學期 | 1 |
| 出版（發表）日期 | 2009-01-01 |
| 作品名稱 | Axial stress–strain relation of encapsulated granular column |
| 作品名稱（其他語言） | |
| 著者 | Wu, Cho-sen; Hong, Yung-shan; Lin, Hsien-chin |
| 單位 | 淡江大學土木工程學系 |
| 出版者 | Kidlington: Pergamon |
| 著錄名稱、卷期、頁數 | Computers and Geotechnics 36(1-2), pp.226-240 |
| 摘要 | The axial stress–strain relations of embedded granular columns encapsulated with flexible reinforcement were evaluated using an analytical procedure based on the cavity expansion method. This proposed method has firstly been verified through an experimental triaxial test on a reinforced sand specimen. A normalized relation was established between the volumetric change and the axial strain of soil to enable the analysis of granular material behavior under a continuous increase in lateral pressure. The analytical results show that the reinforced granular columns embedded in clay behave differently from granular columns subjected only to a constant confining pressure. It is found that reinforcing a column with a sleeve at the top portion will be adequate to prevent the column from bulging and also improve its load carrying capacity. The optimum skirting length that a sleeve can deter a granular column from bulging depends on the characteristics of the in situ soil and the stiffness and yield strength of the sleeve. |
| 關鍵字 | Granular column; Reinforced; Encapsulation; Cavity expansion; Skirting length |
| 語言 | en |
| ISSN | 0266-352X 1873-7633 1873-7633 |
| 期刊性質 | 國外 |
| 收錄於 | SCI EI |
| 產學合作 | |
| 通訊作者 | Wu, Cho-sen |
| 審稿制度 | |
| 國別 | GBR |
| 公開徵稿 | |
| 出版型式 | 紙本 電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/50459 ) |
GoogleAnalytics