Applicability of time domain reflectometry for Yuhuangge landslide monitoring

Echuan Yan , Kun Song , Honggang Li

Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 856 -860.

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Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 856 -860. DOI: 10.1007/s12583-010-0137-6
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Applicability of time domain reflectometry for Yuhuangge landslide monitoring

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Abstract

Yuhuangge (玉皇阁) landslide in Wushan (巫山), Chongqing (重庆), is one of the focal monitoring geological hazards in the Three Gorges Reservoir. Time domain reflectometry (TDR) and in-place inclinometers were arranged to monitor the deep deformation. Time domain reflectometry is based on transmitting an electromagnetic pulse into a coaxial cable grouted in rock or soil mass and watching for reflections of this transmission due to cable deformity induced by the ground deformation. Comparing the monitoring data of No. 5 Station, in the middle profile of the landslide, from June to December of 2008, the depth of slip surface determined by TDR is −33.58 m, which is consistent with the geological condition of the borehole nearby. The deformation curve trend of the TDR and inclinometer is similar, and it is uniform with the deformation caused by the Three Gorges Reservoir 175 m experimental impoundment. Further, TDR can monitor the tiny deformation accurately. Therefore, TDR is applicable to monitor the Yuhuangge landslide deep deformation and reflect the deformation characteristics well. It is significant to promote the application of TDR in landslide monitoring.

Keywords

time domain reflectometry / Yuhuangge landslide / applicability / deformation monitoring / fluctuation of reservoir level

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Echuan Yan, Kun Song, Honggang Li. Applicability of time domain reflectometry for Yuhuangge landslide monitoring. Journal of Earth Science, 2010, 21(6): 856-860 DOI:10.1007/s12583-010-0137-6

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References

[1]

Dowding C. H., Su M. B., O’Connor K. M.. Principles of Time Domain Reflectometry Applied to Measurement of Rock Mass Deformation. Int. J. Rock Mech. Min. Sci. Geomech. Abst., 1988, 25(5): 287-297.

[2]

Dowding C. H., Su M. B., O’Connor K. M.. Measurement of Rock Mass Deformation with Grouted Coaxial Antenna Cables. Rock Mech. Rock Eng., 1989, 22(1): 1-23.

[3]

Hammy K. Y., Fejes A. J.. Characterization of Overburden Response to Long Wall Mining in the Western United States. Proceedings of Eleventh International Conference on Ground Control in Mining, 1992, N. S. W.: The University of Wollongong 334 344

[4]

Hasenfus G. J., Johnson K. L., Su D. W. H.. A Hydrogeo Mechanical Study of Overburden Aquifer Response to Long Wall Mining. Proceedings of Seventh International Conference on Ground Control in Mining, 1988, Morgantown: West Virginia University 149 162

[5]

Heimovaara T. J.. Frequency Domain Analysis of Time Domain Reflectometry Waveforms: Measurement of the Complex Dielectric Permittivity of Soils. Water Resour. Res., 1994, 30(2): 189-199.

[6]

Li H. G.. Suitability Study of the TDR Technology in Landslide Deformation Monitoring: [Dissertation], 2009, Wuhan: China University of Geosciences

[7]

O’Connor K. M.. Daemen J. J. K., Schultz R. A.. Development of a System for High Wall Monitoring Using Time Domain Reflectometry. Proceedings of the 35th U.S. Symposium on Rock Mechanics, 1991, Edmonton: Taylor & Francis Press 79 84

[8]

Su M. B., Chen Y. J.. Multiple Reflection of Metallic Time Domain Reflectometry. Experimental Techniques, 1998, 22(1): 26-29.

[9]

Wu X. L., Xu Y. Q.. New Approach of Landslide Activity Monitoring—Probing into TDR Technology. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(5): 740-744.

[10]

Zhang Q.. Research of TDR Monitoring Technology for Landslide Hazard, 2007, Changchun: Jilin University Press

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