| A Three-field Coupled Model for Seepage Failure | |
Peng B(彭博) ; Li JC(李家春)
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| Source Publication | Procedia Engineering
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| 2015 | |
| Volume | 126Pages:377-381 |
| ISSN | 1877-7058 |
| Abstract | 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. |
| Keyword | Seepage Failure Three-field Coupled System Partitioned Analysis Approach Soil Erosion |
| DOI | 10.1016/j.proeng.2015.11.219 |
| Indexed By | EI |
| Language | 英语 |
| Department | LMFS水环境流体力学(LEM) |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/59400 |
| Collection | 流固耦合系统力学重点实验室 |
| Recommended Citation 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. |
| Files in This Item: | Download All | |||||
| File Name/Size | DocType | Version | Access | License | ||
| Pe2015-009.pdf（446KB） | 期刊论文 | 作者接受稿 | 开放获取 | CC BY-NC-SA | View Download | |
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