Analysis of Failure Mechanism of Medium-Steep Bedding Rock Slopes under Seismic Action

被引:0
作者
Zheng, Xiuhong [1 ]
Zhao, Qihua [1 ]
Peng, Sheqin [1 ]
Wu, Longke [2 ]
Dou, Yanghao [1 ]
Chen, Kuangyu [1 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu 610059, Peoples R China
[2] Guangxi Commun Design Grp Co Ltd, Nanning 530025, Peoples R China
基金
中国国家自然科学基金;
关键词
Diexi earthquake; medium-steep bedding rock slope (MBRS); large-scale shaking table test; failure mechanism; XINMO LANDSLIDE; FOCAL MECHANISM; GROUND MOTION; EARTHQUAKE; SICHUAN; AFTERSHOCKS; JIUZHAIGOU; WAVES;
D O I
10.3390/su16177729
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Medium-steep bedding rock slopes (MBRSs) are generally considered relatively stable, because the dip angle of the rock layers (45-55 degrees) is larger than the slope angle (40-45 degrees). However, the stability of MBRSs was significantly impacted during the 1933 Diexi earthquake, leading to slope instability. Field investigations revealed that no continuous sliding surface was recognized in the failure slopes. Instead, the source areas of landslides present a "reverse steps" feature, where the step surfaces are perpendicular to the bedding surface, and their normal directions point towards the crest of the slopes. These orientations of "reverse steps" differ significantly from those of steps formed under static conditions, which makes it difficult to explain the phenomenon using traditional failure mechanism of the slope. Therefore, a large-scale shaking table test was conducted to replicate the deformation and failure processes of MBRSs under seismic action. The test revealed the elevation amplification effect, where the amplification factors of the acceleration increased with increasing elevation. As the amplitude of the input seismic wave increased, the acceleration amplification factor initially rose and subsequently decreased with the increase in the shear strain of the rock mass. The dynamic response of the slope under Z-direction seismic waves is stronger than that under X-direction seismic waves. The deformation and failure were mainly concentrated in the upper part of the slope, which was in good agreement with the field observations. Based on these findings, the deformation and failure mechanism of MBRSs was analyzed by considering both the spatial relationship between the seismogenic fault and the slope, and the propagation characteristics of seismic waves along the slope. The seismic failure mode of MBRSs in the study area was characterized as flexural-tensile failure. This work can provide a reference for post-earthquake disaster investigation, as well as disaster prevention and mitigation, in seismically active regions.
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页数:21
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共 52 条
  • [1] A study of the mechanism of flexural toppling failure of rock slopes
    Adhikary, DP
    Dyskin, AV
    Jewell, RJ
    Stewart, DP
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 1997, 30 (02) : 75 - 93
  • [2] Stability Analysis of Rock Slopes Against Block-Flexure Toppling Failure
    Amini, Mehdi
    Majdi, Abbas
    Veshadi, Mohammad Amin
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (04) : 519 - 532
  • [3] Ashford SA, 1997, B SEISMOL SOC AM, V87, P692
  • [4] Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests
    Bao, Yangjuan
    Huang, Yu
    Zhu, Chongqiang
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 149
  • [5] THE PI-THEOREM OF DIMENSIONAL ANALYSIS
    BRAND, L
    [J]. ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 1957, 1 (01) : 35 - 45
  • [6] On physically similar systems, illustrations of the use of dimensional equations
    Buckingham, E
    [J]. PHYSICAL REVIEW, 1914, 4 (04): : 345 - 376
  • [7] Seismic response of embankment dams under near-fault and far-field ground motion excitation
    Davoodi, M.
    Jafari, M. K.
    Hadiani, N.
    [J]. ENGINEERING GEOLOGY, 2013, 158 : 66 - 76
  • [8] Shaking Table Model Test to Determine Dynamic Response Characteristics and Failure Modes of Steep Bedding Rock Slope
    Dong, Jinyu
    Wang, Chuang
    Huang, Zhiquan
    Yang, Jihong
    Xue, Lei
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (06) : 3645 - 3658
  • [9] Editorial Board of the Engineering Geology Manual, 2018, Geological Engineering Handbook, V4th ed.
  • [10] Energy-Based Analysis of Mechanisms of Earthquake-Induced Landslide Using Hilbert-Huang Transform and Marginal Spectrum
    Fan, Gang
    Zhang, Li-Min
    Zhang, Jian-Jing
    Ouyang, Fang
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (09) : 2425 - 2441