摘要
A methodolgy is presented in this paper in which geotechnical parameter uncertainty is modeled by fuzzy numbers and allowed to propagate in a deterministic model. Emphasis in this paper is placed on the liquefaction potential evaluation considering parameter uncertainty. Three deterministic models are used for liquefaction potential evaluation. For each of these models, uncertainty in soil parameters is modeled by fuzzy numbers, and liquefaction potential is analyzed. Study of historical cases using the presented methodology is conducted. Results of these case studies clearly demonstrate that uncertainty can easily be incorporated and handled in a routine liquefaction evaluation.
| 原文 | English |
|---|---|
| 頁（從 - 到） | 193-204 |
| 頁數 | 12 |
| 期刊 | Computer-Aided Civil and Infrastructure Engineering |
| 卷 | 12 |
| 發行號 | 3 |
| DOIs | |
| 出版狀態 | Published - 1997 一月 1 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Computer Science Applications
- Computer Graphics and Computer-Aided Design
- Computational Theory and Mathematics