Dam Deformation Analysis Based on Independent Component Analysis

Xin Wu Zhan; Wu Jiao Dai

doi:10.4028/www.scientific.net/AMM.212-213.859

Paper Titles

Stability Evaluation for Cut-Off Wall of Daning Reservoir during Operation Period
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The Linhuaigang Main Dam Openings Vertical Interlocking Block Revetment Design and Calculation
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Simulation Feedback Analysis of II₁-II₁ Slope at Left Bank of Jinping I Hydropower Station During the Construction Period
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Influence of Fineness Coordination of Different Cementitious Materials on Volume Stability of Hydraulic Concrete
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Effects of Mineral Admixtures on Carbonation and Chloride Ingress of Concrete
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Structure Design and Mechanics Calculation of Beam Truss Aqueduct
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 212-213Dam Deformation Analysis Based on Independent...

Dam Deformation Analysis Based on Independent Component Analysis

Abstract:

Independent component analysis (ICA) is a recent and well-known technique used to separate mixtures of signals. It can separate independent components from mixed signals and has many advantages in blind signal separation, redundancy removal and processing of frequency aliasing problems. Deformation monitoring data can be regarded as the digital signals series which is composed of different frequency. After making test on ICA in processing dam observation data we can draw a conclusion that it is practical and applicative for ICA to evaluate the stability of the dam and reflect the working condition of dam.

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Periodical:

Applied Mechanics and Materials (Volumes 212-213)

Pages:

859-862

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.212-213.859

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Online since:

October 2012

Authors:

Xin Wu Zhan, Wu Jiao Dai

Keywords:

Deformation Monitoring, Independent Component Analysis (ICA), Time Component

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