Using GPS to Monitor the Deformation of Landslides

Huai En Zeng; Kui Ge; Qing Lin Yi

doi:10.4028/www.scientific.net/AMM.638-640.2178

Paper Titles

Registration of Building Intensity Image and its Color Image Using SIFT Algorithm
p.2160

Research on Vegetation and Soil Comprehensive Evaluation over Chuxiong Prefecture from TM Imagery
p.2164

Resurvey and Analysis of GPS Horizontal Network for WZ Bridge
p.2169

Study on Vegetation Fraction Cover Retrieval over Chuxiong Prefecture from TM Imagery
p.2174

Using GPS to Monitor the Deformation of Landslides
p.2178

“Upward” Design: From Gothic Architecture to Skyscraper
p.2185

A Preliminary Exploration on Digitization Analysis for Spatial Form of Ancient City Wall in Southeast of China Based on Multivariate Analysis
p.2189

Analysis of Architectural Characteristics of Modern Villas in Mount Lu
p.2196

Construction and Decorative Style of Monument Architecture in Huizhou
p.2200

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Using GPS to Monitor the Deformation of Landslides

Using GPS to Monitor the Deformation of Landslides

Abstract:

GPS is the most prevalent technology to monitor the surface deformation of landslide. The paper mainly intends to solve two critical issues of GPS data procedure. One is the inconsistent issue of control points, which may leads to a distorted monitoring network and wrong deformation value. The inconsistent control points can be detected by comparison of precise GPS baseline solution and known baseline length. Another one is the issue of bad approximate position in RINEX O file, which may cause the no solution of baseline. The paper presents an approach to amend the approximate position by the priori information. A numerical case is illustrated to validate the approaches.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

2178-2181

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.2178

Citation:

Cite this paper

Online since:

September 2014

Authors:

Huai En Zeng*, Kui Ge, Qing Lin Yi

Keywords:

Consistence of Control Points, Deformation Monitoring, GPS, Landslide, Priori Information

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] W. Yi, Z. P. Meng, Q. L. Yi. Theory and method of landslides stability prediction in the Three Gorges Reservior Area, (Science Press, Beijing, 2011).

Google Scholar

[2] Q. L. Yi, H. E. Zeng, H. F. Huang. GPS deformation monitoring and analysis of one landslide in the Three Gorges Reservoir Area, Geological Science and Technolog y Information, v 29, no 6, pp.106-109, (2010).

Google Scholar

[3] X. Y. Kong, J. M. Guo, Z. Q. Liu: Foundation of Geodesy, (Wuhan University Press, Wuhan, 2010, 185-189).

Google Scholar

[4] Q. L. Yi, H. E. Zeng, H. F. Huang. Reservoir landslide deformation forecast using BP neural network, Hygrogeology and Engineering Geology, no. 1, pp.124-128, (2013).

Google Scholar