Design of PS Identification Algorithm in Ground Deformation Monitoring

Xue Min Xing

doi:10.4028/www.scientific.net/AMR.933.235

Paper Titles

Customizing Procedure of Finite Element Analysis for Sheet Metal Forming
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Study on Pharmaceutical Wastewater Pretreated by Chemical Coagulation Method
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Uniform Design and Dynamic Finite Element Analysis for Permanent Deformation Improvement of an On-Road Bicycle Frame Undergoing the Drop-Mass Impact Test
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Design of PS Identification Algorithm in Ground Deformation Monitoring
p.235

A New Cut-Set Distribution in Fuzzy Reliability Models of Mechanical Structures
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The Load Ratio on the Common Work of Micro-Pile and Soil Foundation in the Building Heightening and Transformation
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Effect of Produced Liquid Viscosity on Flow Characteristics and Separating Property of Downhole Hydrocyclone Desander
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 933Design of PS Identification Algorithm in Ground...

Design of PS Identification Algorithm in Ground Deformation Monitoring

Abstract:

In this paper, an algorithm of combining the Coherence Factor Thresholding (CFT) method, Amplitude Deviation Thresholding (ADT) method and Intensity Index Thresholding (IIT) method ( Triple Thresholding: TT algorithm) is designed, which can be applied in the identification of PS points in the PSInSAR algorithm to monitor the ground deformation, On the basis of analyzing and comparing the deficiency of each identification method, the detail flow of the TT algorithm has been designed, which will perform more suitable to monitor the ground deformation theoretically. The real data experiment using the algorithm will be carried out in further work.

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Periodical:

Advanced Materials Research (Volume 933)

Pages:

235-238

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.933.235

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Online since:

May 2014

Authors:

Xue Min Xing*

Keywords:

Deformation Monitoring, Ground Deformation, Identification, PS

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* - Corresponding Author

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