期刊論文
| 學年 | 115 |
|---|---|
| 學期 | 1 |
| 出版（發表）日期 | 2026-10-20 |
| 作品名稱 | A study on the total factor of safety for liquefaction potential assessment |
| 作品名稱（其他語言） | |
| 著者 | Chang, D.W.; Cheng, S.H.; Ge, L. ; Zhussupbekov, A. |
| 單位 | |
| 出版者 | |
| 著錄名稱、卷期、頁數 | Soil Mechanics and Foundation Engineering 63(4), p. 405-409. |
| 摘要 | The article was prepared based on the materials of the report at the International Scientific and Practical Conference GEOMOS26 (Gersevanov Research Institute of Bases and Underground Structures, Moscow, March 2026). The liquefaction potential index, PL, has been widely used by geotechnical engineers in estimating the soil liquefaction damage of sites. In this paper, a weighted root-mean-square value of the factors of safety is presented as the total factor of safety, FStotal, from the use of the empirical method of soil liquefaction analysis. The correlations between the FStotal and the PL are discussed based on a multi-layered sand profile model using the HBF method. For a number of seismic scenarios studied, it was found that FStotal < 0.85 is equivalent to PL > 15. FStotal > 0.95 can be regarded as slight liquefaction. For FStotal in the range of 0.85~0.95, the site is moderately liquefied. The use of the total factor of safety can provide a feasible assessment more directly based on the factor of safety calculated through the empirical method. |
| 關鍵字 | |
| 語言 | en_US |
| ISSN | |
| 期刊性質 | 國外 |
| 收錄於 | SCI EI |
| 產學合作 | |
| 通訊作者 | |
| 審稿制度 | 是 |
| 國別 | RUS |
| 公開徵稿 | |
| 出版型式 | ,電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/130011 ) |