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A new method for spatio-temporal prediction of rainfall-induced landslide

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Abstract

Geological condition and rainfall are two most principal conditions inducing landslides in the Chongqing region. By analyzing the forming conditions of rainfall-induced landslides, a new method for spatio-temporal prediction of rainfall-induced landslide is brought forward on the basis of grading and overlapping geological condition and rainfall factor in this paper. At first, semi-quantitative assessment and grading for the geological condition of a certain area or slope can be carried out with the multi-factor interactive matrix. Then the severity of rainfall in that area is grading according to the maximum daily rainfall and the total rainfall in a rainfall course. Finally, the “landslide probability judgement factor” can be worked out through grading and overlapping “geological condition influencing factor” and “rainfall influencing factor”, by which the landslide can be graded into 4 grades, they are landslide extremely easily happening, landslide easily happening, landslide difficultly happening and landslide hardly ever happening respectively. More accurate spatio-temporal prediction of rain-fall-induced landslides can come true on the ground of detailed geological survey of some dangerous slopes in an area and more precise weather forecast. Finally, the reliability and feasibility of carrying out the spatio-temporal prediction of rainfall-induced landslides with the method of “two factors” grading and overlapping are validated by the example of Jipazi landslide.

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References

  1. Yan, T. Z., Wu, F. Q., Yin, K. L., Static and dynamic regularity of landslides and space-time prognosis of slope instability, Earth Science — Journal of China University of Geosciences (in Chinese), 1989, 14(2): 117–133.

    Google Scholar 

  2. Zheng, X. Y., Summary on the Methods of Prediction to Landslide, World Geology (in Chinese), 2000, 19(4): 370–374.

    Google Scholar 

  3. Qin, S. Q., Zhang, Z. Y., Discussion on landslide disaster predictive time scope problems, The Chinese Journal of Geological Hazard and Control (in Chinese), 1994, 5(1): 17–22.

    Google Scholar 

  4. Qin, S. Q., Zhang, Z. Y., Nonlinear introduction of engineering geologly (in Chinese), Chengdu: Southwest Jiaotong University press, 1993.

    Google Scholar 

  5. Qin, S. Q., Zhang, Z. Y., Huang, R. Q., The nonlinear dynamics method to forecast landslide disaters. Hydrogeology and Engineering Geology (in Chinese), 1993, 20(5): 1–4.

    Google Scholar 

  6. You, H., Qin, S. Q., Zhu, S. P. et al., Nonlinear dynamic model and catastrophe analysis of slope evolution, Journal of Engineering Geology (in Chinese), 2001, 9(3): 331–335.

    Google Scholar 

  7. Wang, Z.Q., Prediction of dynamic stability and its application in a slope project, Chinese Journal of Rock Mechanics and Engineering (in Chinese), 1998, 17(2): 117–122.

    Google Scholar 

  8. Xu, J. L., Liao, X. P., Li, H. S., Prediction, theory and approach of large-scale landslide, The Chinese Journal of Geological Hazard and Control (in Chinese), 1996, 7(3): 18–25.

    Google Scholar 

  9. Luo, W. Q., Probability theory and approach research of slope stability (doctoral dissertation)(in Chinese), Environmental and Engineering School, China University of Geosciences (Wuhan), 1997.

    Google Scholar 

  10. Han, J. Z., Yan, S. Y., Hu, L. S., Fuzzy comprehensive judgement method for stability: analysis of slope, Shanxi Hydrotechnics (in Chinese), 1999, 3: 75–77.

    Google Scholar 

  11. Wu, Y. P., Tang, H. M., Spatial prognosis studying of landslide hazard, Geological Science and Technology Information (in Chinese), 2001, 20(2): 87–90.

    Google Scholar 

  12. Ruan, S. Y., Huang, R. Q., Application of GIS-based information model on assessment of geological hazards risk, Journal of Chengdu University of Technology, 2001, 28(1): 89–92.

    Google Scholar 

  13. Ren, Y. R., City geological environment complexity degree and its relation to geohazards, Journal of Geological Hazards and Environment Preservation (in Chinese), 2003, 14(3): 1–4.

    Google Scholar 

  14. Zhang, X. F., Li, M. H., Zhang, X. G., Relationship between rain-storm and landslides and landslips at upper reaches of Yangtze River, Geography (in Chinese), 1995, 8(3): 102–106.

    Google Scholar 

  15. F. C. D., Lee, C. F., Frequency-volume relation and prediction of rainfall-induced landslides, Engineering Geology, 2001, 59: 253–266.

    Google Scholar 

  16. Finlay, P. J., Fell, R., Maguire, P. K., The relationship between the probability of landslide occurrence and rainfall, Canadian Geotechnical Journal, 1997, 34: 811–824.

    Google Scholar 

  17. Au, S. W. C., Rain-induced slope instability in Hong Kong, Engineering Geology, 1998, 51: 1–36.

    Article  Google Scholar 

  18. Fausto Guzzetti, Mauro Cardinali, Paola Reichenbach et al., Landslides triggered by the 23 November rainfall event in the Imperia Province, Western Liguria, Italy, Engineering Geology, 2004, 73: 229–245.

    Google Scholar 

  19. Caine, N., The rainfall intensity duration control of shallow landslides and debris flows, Geographisca Annaler, 1980, 62: 23–27.

    Google Scholar 

  20. Pietro Aleotti, A waring system for rainfall-induced shallow failures, Engineering Geology, 2004, 73: 247–265.

    Article  Google Scholar 

  21. Crosta, G., Regionalization of rainfall thresholds: an aid to landslide hazard evaluation, Environmental Geology, 1998, 35(2–3): 131–145.

    Google Scholar 

  22. Hudson, J. A., Arnold, P. N., Tamai, A., Rock engineering mechanisms information technology (REMIT): Part I — The basic method; Part II — Illustrative case examples, in Proceedings of the Seventh International Congress of the ISRM, Sydney, 1991, 1113–1119.

  23. Hudson, J. A., Rock Engineering Systems: Theory & Practice, Herfored shire: Ellis Horwood, 1992.

    Google Scholar 

  24. Hudson, J. A., Harrison, J. P., A new approach to studying complete rock engineering problems, Quarterly Journal of Engineering Geology, 1992, 25: 93–105.

    Google Scholar 

  25. Mazzoccola, D. F., Hudson, J. A., A comprehensive method of rock mass characterization for indicating natural slope instability, Quarterly Journal of Engineering Geology, 1996, 29: 37–56.

    Google Scholar 

  26. Wang, S. Q., Landslides Monitoring and Prediction of the Three Gorges of the Yangtze River (in Chinese), Beijing: Geological Publishing House, 1999, 27–31.

    Google Scholar 

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Correspondence to Ding Jixin.

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Ding, J., Yang, Z., Shang, Y. et al. A new method for spatio-temporal prediction of rainfall-induced landslide. SCI CHINA SER D 49, 421–430 (2006). https://doi.org/10.1007/s11430-006-0421-6

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  • DOI: https://doi.org/10.1007/s11430-006-0421-6

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