A Three-field Coupled Model for Seepage Failure
文献类型：期刊论文
| 作者 | Peng B(彭博) ; Li JC(李家春)
|
| 刊名 | Procedia Engineering
 |
| 出版日期 | 2015 |
| 卷号 | 126页码:377-381 |
| 关键词 | seepage failure three-field coupled system partitioned analysis approach soil erosion |
| ISSN号 | 1877-7058 |
| 中文摘要 | A new model for seepage failure has been established in this study. Seepage field, particle concentration field, stress field and interactions among them are simultaneously taken into consideration in this fluid-soil coupling system. A hybrid numerical algorithm incorporating FEM and FVM is proposed and implemented to solve the physical equations. The numerical model is validated by successful simulation of the flow pump test experiments. Finally, soil erosion and differential settlement of a typical levee due to seepage failure in a double-layer levee foundation are simulated andanalyzed. |
| 收录类别 | EI |
| 语种 | 英语 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/59400]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 推荐引用方式 GB/T 7714 | Peng B,Li JC. A Three-field Coupled Model for Seepage Failure[J]. Procedia Engineering,2015,126:377-381. |
| APA | 彭博,&李家春.(2015).A Three-field Coupled Model for Seepage Failure.Procedia Engineering,126,377-381. |
| MLA | 彭博,et al."A Three-field Coupled Model for Seepage Failure".Procedia Engineering 126(2015):377-381. |
入库方式： OAI收割
来源：力学研究所
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