IMECH-IR  > 流固耦合系统力学重点实验室(2012-)
A Three-field Coupled Model for Seepage Failure
Peng B(彭博); Li JC(李家春)
2015
发表期刊Procedia Engineering
卷号126页码:377-381
ISSN1877-7058
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.
关键词Seepage Failure Three-field Coupled System Partitioned Analysis Approach Soil Erosion
DOI10.1016/j.proeng.2015.11.219
收录类别EI
语种英语
课题组名称LMFS水环境流体力学(LEM)
引用统计
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/59400
专题流固耦合系统力学重点实验室(2012-)
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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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