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An Optimization of the Analytical Method for Determining the Flexural Toppling Failure Plane

  1. Chen Xing-zhang (2017), "The formation of the Wulipo landslide and the resulting debris flow in Dujiangyan City, China" in Journal of Mountain Science, v. 14, n. 6, Springer Science and Business Media LLC, p. 1100-1112

    https://doi.org/10.1007/s11629-017-4392-1

  2. De Freitas M.H. (1974), "Some field examples of toppling failure" in International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 11, n. 3, Elsevier BV, p. 64

    https://doi.org/10.1016/0148-9062(74)91705-7

  3. Li Zhao (2015), "A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit" in Engineering Geology, v. 197, Elsevier BV, p. 20-32

    https://doi.org/10.1016/j.enggeo.2015.08.012

  4. Aydan �. (1989), "The effective failure modes and stability of slopes in rock mass with two discontinuity sets" in Rock Mechanics and Rock Engineering, v. 22, n. 3, Springer Science and Business Media LLC, p. 163-188

    https://doi.org/10.1007/bf01470985

  5. Bobet A. (1999), "Analytical solutions for toppling failure" in International Journal of Rock Mechanics and Mining Sciences, v. 36, n. 7, Elsevier BV, p. 971-980

    https://doi.org/10.1016/S0148-9062(99)00059-5

  6. Liu Guoyang (2019), "Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method" in Rock Mechanics and Rock Engineering, v. 52, n. 10, Springer Science and Business Media LLC, p. 3825-3848

    https://doi.org/10.1007/s00603-019-01797-6

  7. Liu C.H. (2008), "Improved analytical solution for toppling stability analysis of rock slopes" in International Journal of Rock Mechanics and Mining Sciences, v. 45, n. 8, Elsevier BV, p. 1361-1372

    https://doi.org/10.1016/j.ijrmms.2008.01.009

  8. Liu C.H. (2009), "A transfer coefficient method for rock slope toppling" in Canadian Geotechnical Journal, v. 46, n. 1, Canadian Science Publishing, p. 1-9

    https://doi.org/10.1139/T08-094

  9. ZHANG GUOXIN (2010), "SIMULATION OF TOPPLING FAILURE OF ROCK SLOPE BY NUMERICAL MANIFOLD METHOD" in International Journal of Computational Methods, v. 07, n. 01, World Scientific Pub Co Pte Lt, p. 167-189

    https://doi.org/10.1142/S0219876210002118

  10. Zhang J. H. (2007), "Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling" in Rock Mechanics and Rock Engineering, v. 40, n. 4, Springer Science and Business Media LLC, p. 363-382

    https://doi.org/10.1007/s00603-006-0112-9

  11. Adhikary D. P. (1997), "A study of the mechanism of flexural toppling failure of rock slopes" in Rock Mechanics and Rock Engineering, v. 30, n. 2, Springer Science and Business Media LLC, p. 75-93

    https://doi.org/10.1007/BF01020126

  12. Amini Mehdi (2018), "Stability analysis of slopes with a potential of slide-head-toppling failure" in International Journal of Rock Mechanics and Mining Sciences, v. 112, Elsevier BV, p. 108-121

    https://doi.org/10.1016/j.ijrmms.2018.09.008

  13. in Journal of the College of Marine Science and Technology Tokai University, v. 7 (2009), p. 25
  14. Aydan �. (1992), "The stability of slopes and underground openings against flexural toppling and their stabilisation" in Rock Mechanics and Rock Engineering, v. 25, n. 3, Springer Science and Business Media LLC, p. 143-165

    https://doi.org/10.1007/BF01019709

  15. Lo Chia-Ming (2017), "Identification of deformation and failure characteristics in cataclinal slopes using physical modeling" in Landslides, v. 14, n. 2, Springer Science and Business Media LLC, p. 499-515

    https://doi.org/10.1007/s10346-016-0735-1

  16. he Committee for Disposal and Recycling of Constr,

    https://doi.org/10.22044/jme.2019.8521.1731

  17. Xie Liangfu (2018), "Study on evolutionary characteristics of toppling deformation of reverse-dip layered rock slope based on surface displacement monitoring data" in Environmental Earth Sciences, v. 77, n. 4, Springer Science and Business Media LLC

    https://doi.org/10.1007/s12665-018-7352-3

  18. Zhang Zelin (2016), "Rock toppling failure mode influenced by local response to earthquakes" in Bulletin of Engineering Geology and the Environment, v. 75, n. 4, Springer Science and Business Media LLC, p. 1361-1375

    https://doi.org/10.1007/s10064-015-0806-x

  19. Zhang Guangcheng (2018), "New stability calculation method for rock slopes subject to flexural toppling failure" in International Journal of Rock Mechanics and Mining Sciences, v. 106, Elsevier BV, p. 319-328

    https://doi.org/10.1016/j.ijrmms.2018.04.016

  20. Zheng Yun (2018), "Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models" in Engineering Geology, v. 237, Elsevier BV, p. 116-128

    https://doi.org/10.1016/j.enggeo.2018.02.006

  21. Adhikary D. P. (2007), "Modelling of Progressive and Instantaneous Failures of Foliated Rock Slopes" in Rock Mechanics and Rock Engineering, v. 40, n. 4, Springer Science and Business Media LLC, p. 349-362

    https://doi.org/10.1007/s00603-006-0085-8

  22. Amini Mehdi (2009), "Stability Analysis and the Stabilisation of Flexural Toppling Failure" in Rock Mechanics and Rock Engineering, v. 42, n. 5, Springer Science and Business Media LLC, p. 751-782

    https://doi.org/10.1007/s00603-008-0020-2

  23. Majdi Abbas (2011), "Analysis of geo-structural defects in flexural toppling failure" in International Journal of Rock Mechanics and Mining Sciences, v. 48, n. 2, Elsevier BV, p. 175-186

    https://doi.org/10.1016/j.ijrmms.2010.11.007

  24. Zhou X.P. (2013), "Analysis of stability of three-dimensional slopes using the rigorous limit equilibrium method" in Engineering Geology, v. 160, Elsevier BV, p. 21-33

    https://doi.org/10.1016/j.enggeo.2013.03.027

  25. Zhou X.P. (2014), "Stability analysis of three-dimensional seismic landslides using the rigorous limit equilibrium method" in Engineering Geology, v. 174, Elsevier BV, p. 87-102

    https://doi.org/10.1016/j.enggeo.2014.03.009

  26. Zhou X.P. (2015), "The long-term stability analysis of 3D creeping slopes using the displacement-based rigorous limit equilibrium method" in Engineering Geology, v. 195, Elsevier BV, p. 292-300

    https://doi.org/10.1016/j.enggeo.2015.06.002

  27. he Committee for Disposal and Recycling of Constr,

    https://doi.org/10.13722/j.cnki.jrme.2014.0838

  28. he Committee for Disposal and Recycling of Constr,

    https://doi.org/10.16285/j.rsm.2014.s1.003

  29. Goodman Richard E. (2000), "Behavior of Rock in Slopes" in Journal of Geotechnical and Geoenvironmental Engineering, v. 126, n. 8, American Society of Civil Engineers (ASCE), p. 675-684

    https://doi.org/10.1061/(asce)1090-0241(2000)126:8(675)

  30. Journel A. G. (1985), "Answers to Margaret Armstrong and Robert F. Shurtz's comments on ?The deterministic side of geostatistics?" in Journal of the International Association for Mathematical Geology, v. 17, n. 8, Springer Science and Business Media LLC, p. 869-869

    https://doi.org/10.1007/BF01034068

  31. Amini Mehdi (2012), "Stability Analysis of Rock Slopes Against Block-Flexure Toppling Failure" in Rock Mechanics and Rock Engineering, v. 45, n. 4, Springer Science and Business Media LLC, p. 519-532

    https://doi.org/10.1007/s00603-012-0220-7

  32. WANG X (2006), "Preparation of Macroporous Al2O3 by Template Method" in Acta Physico-Chimica Sinica, v. 22, n. 7, p. 831-835

    https://doi.org/10.1016/S1872-1508(06)60035-1

  33. Alzo’ubi A.K. (2010), "Influence of tensile strength on toppling failure in centrifuge tests" in International Journal of Rock Mechanics and Mining Sciences, v. 47, n. 6, Elsevier BV, p. 974-982

    https://doi.org/10.1016/j.ijrmms.2010.05.011

  34. Wang Wu-yi (2005), "Spatial-temporal changes and trends of ageing in China" in Chinese Geographical Science, v. 15, n. 3, Springer Science and Business Media LLC, p. 200-205

    https://doi.org/10.1007/s11769-005-0030-x

Publicité

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    10417165
  • Publié(e) le:
    31.03.2020
  • Modifié(e) le:
    31.03.2020