期刊論文
| 學年 | 110 |
|---|---|
| 學期 | 1 |
| 出版（發表）日期 | 2021-12-15 |
| 作品名稱 | Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses |
| 作品名稱（其他語言） | |
| 著者 | Chang, D.W.; Li, J.F.; Lin, Y.S. |
| 單位 | |
| 出版者 | |
| 著錄名稱、卷期、頁數 | Geotechnical Engineering 52(4) 70-77 |
| 摘要 | Soil parameter reduction coefficient (DE) has been suggested by Architecture Institute of Japan (AIJ) and Japan Road Association (JRA) for over twenty years. The reduction coefficient denoted as DE was used to reduce stiffness and/or strength parameters of the soil due to liquefaction caused by earthquakes. This study discusses the observations based on soil parameter reduction coefficients calculated from one-dimensional dynamic responses on artificial ground sites under horizontal earthquakes. A lumped mass model of horizontal sand layers is used. Soil liquefaction is modeled using the UBCSAND model. The factor of safety against liquefaction and the cyclic strength ratio for soils at various depths are calculated from the mechanical analyses to find the reduction factors based on the suggestions from JRA and AIJ. In addition, the ratio between the degraded shear modulus and the initial shear modulus of the soils are computed and compared to the reduction coefficients found varying the influence factors. |
| 關鍵字 | Liquefaction;Soil parameter reduction coefficient;Ground response Analysis;UBCSAND model |
| 語言 | en_US |
| ISSN | 0046-5828 |
| 期刊性質 | 國內 |
| 收錄於 | EI ESCI |
| 產學合作 | |
| 通訊作者 | Chang, D.W. |
| 審稿制度 | 是 |
| 國別 | THA |
| 公開徵稿 | |
| 出版型式 | ,紙本 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/121657 ) |