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| FRACTAL CHARACTERISTICS OF LANDSLIDE MONITORING POINT MOVEMENT TRACE AND ITS APPLICATION |
| HU Xianming,YAN Echuan,ZHOU Yu,ZHANG Tingting |
| (Faculty of Engineering,China University of Geosciences,Hubei,Wuhan 430074,China) |
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Abstract Through analyzing the monitoring data of the landslide,it indicates that the monitoring point?s accumulation displacement amounts depended on the monitoring periods,which reflects the characteristics of fractal. At the same time,based on the landslide fissures development process,the motion directions of the landslide internal points are getting uniform,and the motion fractal dimension number reduced. Taking a landslide in Three-Gorge area for example,this landslide is creeping with a constant velocity according to the analysis of the macroscopic deformations. Meanwhile,the fractal dimension numbers of the GPS monitoring points motion trajectory curves are calculated by the box-counting law from 2007 to 2009 year,and the results are all close to 1. The results indicate that the motion directions of the monitoring points become uniform;and the dominant controlling factor plays an important role in the landslide deformation;it is consistent with the reality deformation features. Therefore,the fractal theory applying to the monitoring point?s motion trajectory analysis is an effective way to use the monitoring data to judge and predict the landslide development stage.
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Received: 22 April 2011
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| [1] MANDELBROT B B. The fractal geometry of nature[M]. New York:Freeman,1982:13–16.
[2] TYLER S W,WHEATCRAFT S W. Fractal scaling of soil particle- size distributions:analysis and limitations[J]. Soil Science Society of America Journal,1990,56(2):362–369.
[3] QUADRI S S. Centrifuge studies on rainfall induced slope instability and modeling of mass movement using fractals and DEM[Ph. D. Thesis][D]. Bombay,India:Dept. of Civil Eng.,IIT Bombay,2000.
[4] VENKATACHALAM G,NAGESHA M S,DODAGOUDAR G R. Landslide modeling using remote sensing and GIS[J]. International Geosciences and Remote Sensing Symposium,2002,(4):2 045– 2 047.
[5] 易顺民. 滑坡滑动带土的分维特征及其意义[J]. 中国地质灾害与防治学报,1995,6(2):21–24.(YI Shunmin. Fractal dimension features in sliding zone soils of landslide and its significance[J]. The Chinese Journal of Geological Hazard and Control,1995,6(2):21–24.(in Chinese))
[6] 贺可强,孙林娜,王思敬. 滑坡位移分形参数Hurst指数及其在堆积层滑坡预报中的应用[J]. 岩石力学与工程学报,2009,28(6): 1 107–1 115.(HE Keqiang,SUN Linna,WANG Sijing. Displacement fractal parameter Hurst index and its application to prediction of debris landslides[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1 107–1 115.(in Chinese))
[7] 吴树仁,石 玲,谭成轩,等. 长江三峡黄腊石和黄土坡滑坡分形分维分析[J]. 地球科学:中国地质大学学报,2000,25(1):61–65.(WU Shuren,SHI Ling,TAN Chengxuan,et. al. Fractal analysis of Huanglashi and Huangtupo landslides in Three Gorges,Yangtze River,China[J]. Earth Science:Journal of China University of Geosciences,2000,25(1):61–65.(in Chinese))
[8] 郑明新,王恭先,王兰生. 分形理论在滑坡预测中的应用研究[J]. 地质灾害与环境保护,1998,9(2):18–26.(ZHENG Mingxin,WANG Gongxian,WANG Lansheng. Study on application of theory in landslide?s prediction[J]. Journal of Geological Hazards and Environment Preservation,1998,9(2):18–26.(in Chinese))
[9] 许 强,汤明高,徐开祥,等. 滑坡时空演化规律及预警预报研究[J]. 岩石力学与工程学报,2008,27(6):1 104–1 112.(XU Qiang,TANG Minggao,XU Kaixiang,et al. Research on space-time evolution laws and early-warning prediction of landslides[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 104– 1 112.(in Chinese))
[10] CELLO G. Fractal analyses of a Quaternary fault array in the central Apennines,Italy[J]. Journal of Structural Geology,1997,19(7):945–953.
[11] 许 强,黄润秋,李秀珍. 滑坡时间预测预报研究进展[J]. 地球科学进展,2004,19(3):478–483.(XU Qiang,HUANG Runqiu,LI Xiuzhen. Research progress in forecast and prediction of landslides[J]. Advance in Earth Sciences,2004,19(3):478–483.(in Chinese))
[12] 王尚庆. 长江三峡滑坡监测预报[M]. 北京:地质出版社,1998:59–62.(WANG Shangqing. Landslide monitor and forecast of Three Gorges of the Yangtze River[M]. Beijing:Geological Publishing House,1998:59–62.(in Chinese)) |
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