NDLI: Analysis stability against sliding of composite Geomembrane as Impervious Body in rockfill dam

Content Provider	IEEE Xplore Digital Library
Author	HaiBo Jiang KeBin Shi
Copyright Year	2011
Description	Author affiliation: Hydraulic and Civil Engineering Institute, Xinjiang Agricultural University, Urumqi, China (HaiBo Jiang; KeBin Shi)
Abstract	This paper based on the brief discussion of main mechanical properties of composite geomembrane, the nonlinear finite element method is applied to calculate the deformation and stress of a geomembrane as impervious body in rockfill dam. Analysis of stability against sliding of dam with composite geomembrane by using the finite element method. Through analyzes the pore water pressure of dam and the shear characteristics between composite geomembrane and coarse-grained materials of dam, research the influences of stability against sliding of dam composite geomembrane impervious body. The analysis results show they can meet the need of the dam's normal operation. Therefore a better way to evaluate the stability of Geomembrane as Impervious Body would be proposed.
Starting Page	1982
Ending Page	1984
File Size	252938
Page Count	3
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775745
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Water Stability against sliding Earth-rolkfill dam Friction Composite geomembrane Soil Shear characteristics Stability analysis Pore water pressure Finite element methods Civil engineering
Content Type	Text
Resource Type	Article

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