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Original Articles

Deformation characteristics and influential factors of a toppling rock slope based on the grey relational analysis

, , ORCID Icon, &
Pages 2507-2518 | Received 13 Mar 2020, Accepted 21 Mar 2020, Published online: 14 May 2020

References

  • Adhikary, D. P., Dyskin, A. V., Jewell, R. J., & Stewart, D. P. (1997). A study of the mechanism of flexural toppling failure of rock slopes. Rock Mechanics and Rock Engineering, 30(2), 75–93. https://doi.org/10.1007/BF01020126
  • Amini, M., Sarfaraz, H., & Esmaeili, K. (2018). Stability analysis of slopes with a potential of slide-head-toppling failure. International Journal of Rock Mechanics and Mining Sciences, 112, 108–121. https://doi.org/10.1016/j.ijrmms.2018.09.008
  • Assefa, S., Graziani, A., & Lembo-Fazio, A. (2017). A slope movement in a complex rock formation: Deformation measurements and DEM modelling. Engineering Geology, 219, 74–91. https://doi.org/10.1016/j.enggeo.2016.10.014
  • Bayer, B., Simoni, A., Mulas, M., Corsini, A., & Schmidt, D. (2018). Deformation responses of slow moving landslides to seasonal rainfall in the Northern Apennines, measured by InSAR. Geomorphology, 308, 293–306. https://doi.org/10.1016/j.geomorph.2018.02.020
  • Booth, A. M., Dehls, J., Eiken, T., Fischer, L., Hermanns, R. L., & Oppikofer, T. (2015). Integrating diverse geologic and geodetic observations to determine failure mechanisms and deformation rates across a large bedrock landslide complex: The Osmundneset landslide, Sogn og Fjordane, Norway. Landslides, 12(4), 745–756. https://doi.org/10.1007/s10346-014-0504-y
  • Bowa, V. M., & Xia, Y. (2018). Stability analyses of jointed rock slopes with counter-tilted failure surface subjected to block toppling failure mechanisms. Arabian Journal for Science and Engineering, 43(10), 5315–5331. https://doi.org/10.1007/s13369-018-3168-4
  • Brückl, E., Brunner, F. K., Lang, E., Mertl, S., Müller, M., & Stary, U. (2013). The Gradenbach Observatory-monitoring deep-seated gravitational slope deformation by geodetic, hydrological, and seismological methods. Landslides, 10(6), 815–829. https://doi.org/10.1007/s10346-013-0417-1
  • Deng, J. L. (1982). Control problems of grey systems. Systems & Control Letters, 1(5), 288–294. https://doi.org/10.1016/S0167-6911(82)80025-X
  • Devoti, R., Zuliani, D., Braitenberg, C., Fabris, P., & Grillo, B. (2015). Hydrologically induced slope deformations detected by GPS and clinometric surveys in the Cansiglio Plateau, southern Alps. Earth and Planetary Science Letters, 419, 134–142. https://doi.org/10.1016/j.epsl.2015.03.023
  • Goodman, R. E., & Bray, J. (1976). Toppling of rock slopes. Proceedings of Speciality Conference on Rock Engineering for Foundations and Slopes, Colorado, Vol. 2, pp. 201–243.
  • Liu, M., Liu, F., Huang, R., & Pei, X. (2016). Deep-seated large-scale toppling failure in metamorphic rocks: A case study of the Erguxi slope in southwest China. Journal of Mountain Science, 13(12), 2094–2110. https://doi.org/10.1007/s11629-015-3803-4
  • Meng, Q. X., Wang, H. L., Xu, W. Y., Cai, M., Xu, J., & Zhang, Q. (2019). Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling (Article). Computers and Geotechnics, 115, 103164. https://doi.org/10.1016/j.compgeo.2019.103164
  • Mohtarami, E., Jafari, A., & Amini, M. (2014). Stability analysis of slopes against combined circular–toppling failure. International Journal of Rock Mechanics and Mining Sciences, 67, 43–56. https://doi.org/10.1016/j.ijrmms.2013.12.020
  • Nichol, S. L., Hungr, O., & Evans, S. G. (2002). Large-scale brittle and ductile toppling of rock slopes. Canadian Geotechnical Journal, 39(4), 773–788. https://doi.org/10.1139/t02-027
  • Ning, Y., Tang, H., Wang, F., & Zhang, G. (2019). Sensitivity analysis of toppling deformation for interbedded anti-inclined rock slopes based on the grey relation method. Bulletin of Engineering Geology and the Environment, 78(8), 6017–6032. https://doi.org/10.1007/s10064-019-01505-2
  • Nobile, A., Dille, A., Monsieurs, E., Basimike, J., Bibentyo, T., Oreye, N. D., Kervyn, F., & Dewitte, O. (2018). Multi-temporal DInSAR to Characterise landslide ground deformations in a tropical urban environment: Focus on Bukavu (DR Congo). Remote Sensing, 10(4), 626. https://doi.org/10.3390/rs10040626
  • Pramusandi, S., Rifa, I. A., & Suryolelono, K. B. (2015). Determination of unsaturated soil properties and slope deformation analysis due to the effect of varies rainfall. Procedia Engineering, 125, 376–382. https://doi.org/10.1016/j.proeng.2015.11.090
  • Reitner, J., & Linner, M. (2009). Formation and preservation of large scale toppling related to alpine tectonic structures – Eastern Alps. Australian Journal of Earth Sciences, 102, 69–80.
  • Sun, G., Zheng, H., Huang, Y., & Li, C. (2016). Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall. Engineering Geology, 205, 133–145. https://doi.org/10.1016/j.enggeo.2015.10.014
  • Tu, X., Dai, F., Lu, X., & Zhong, H. (2007). Toppling and stabilization of the intake slope for the Fengtan Hydropower Station enlargement project, Mid-South China. Engineering Geology, 91(2-4), 152–167. https://doi.org/10.1016/j.enggeo.2007.01.009
  • Villaseñor-Reyes, C. I., Dávila-Harris, P., Hernández-Madrigal, V. M., & Figueroa-Miranda, S. (2018). Deep-seated gravitational slope deformations triggered by extreme rainfall and agricultural practices (eastern Michoacan, Mexico). Landslides, 15(9), 1867–1879. https://doi.org/10.1007/s10346-018-1031-z
  • Wang, H. L., & Xu, W. Y. (2013). Stability of Liangshuijing landslide under variation water levels of Three Gorges Reservoir. European Journal of Environmental and Civil Engineering, 171, S158–S173. https://doi.org/10.1080/19648189.2013.834592
  • Xia, M., Ming, R. G., Bin, L. T., Ming, C., Jun, Y. T., & Li, W. Z. (2019). Complex rock slope deformation at Laxiwa Hydropower Station, China: Background, characterization, and mechanism. Bulletin of Engineering Geology and the Environment, 78(5), 3323–3336. https://doi.org/10.1007/s10064-018-1371-x
  • Xie, L., Yan, E., Ren, X., & Lu, G. (2015). Sensitivity analysis of bending and toppling deformation for anti-slope based on the grey relation Method. Geotechnical and Geological Engineering, 33(1), 35–41. https://doi.org/10.1007/s10706-014-9817-9
  • Xu, W. Y., Zhang, Q., Zhang, J. C., Wang, R. B., & Wang, R. K. (2013). Deformation and control engineering related to huge landslide on left bank of Xiluodu reservoir, south-west China. European Journal of Environmental and Civil Engineering, 17(sup1), S249–S268. https://doi.org/10.1080/19648189.2013.834598
  • Yan, L., Xu, W., Wang, H., Wang, R., Meng, Q., Yu, J., & Xie, W.-C. (2019). Drainage controls on the Donglingxing landslide (China) induced by rainfall and fluctuation in reservoir water levels. Landslides, 16(8), 1583–1593. https://doi.org/10.1007/s10346-019-01202-x

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