A Three-field Coupled Model for Seepage Failure

doi:10.1016/j.proeng.2015.11.219

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)
发表期刊	Procedia Engineering
	2015
卷号	126 页码:377-381
ISSN	1877-7058
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
DOI	10.1016/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	被引频次：3[WOS] [WOS记录] [WOS相关记录]
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
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.

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