IMECH-IR  > 流固耦合系统力学重点实验室
A Three-field Coupled Model for Seepage Failure
Peng B(彭博); Li JC(李家春)
Source PublicationProcedia Engineering
2015
Volume126Pages:377-381
ISSN1877-7058
AbstractA 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.
KeywordSeepage Failure Three-field Coupled System Partitioned Analysis Approach Soil Erosion
DOI10.1016/j.proeng.2015.11.219
Indexed ByEI
Language英语
DepartmentLMFS水环境流体力学(LEM)
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Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/59400
Collection流固耦合系统力学重点实验室
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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.
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