Applying disk-based discontinuous deformation analysis (DDA) to simulate Donghekou landslide triggered by the Wenchuan earthquake

被引:27
作者
Beyabanaki, S. Amir Reza [1 ]
Bagtzoglou, Amvrossios C. [2 ]
Liu, Lanbo [2 ]
机构
[1] Gall Zeidler Consultants, Ashburn, VA 20147 USA
[2] Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT USA
来源
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL | 2016年 / 11卷 / 03期
关键词
Discontinuous deformation analysis (DDA); dynamic analysis; slope stability; numerical method;
D O I
10.1080/17486025.2015.1082647
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper, for the first time, disk-based discontinuous deformation analysis (DDA) is applied to simulate a real landslide triggered by an earthquake. For this purpose, the kinematic behaviour of the Donghekou landslide triggered by the Wenchuan earthquake is simulated and the results obtained using disk-based DDA are compared with actual data. The comparisons show that there is a good agreement between the results obtained using disk-based DDA and observed data. The simulation results provided an understanding of the failure behaviour and temporal evolution of the landslide. This study shows that disk-based DDA is a practical numerical tool that can be used to simulate the post-failure behaviour of landslides triggered by an earthquake.
引用
收藏
页码:177 / 188
页数:12
相关论文
共 58 条
  • [1] NEW CONTACT-DEFINITION ALGORITHM USING INSCRIBED SPHERES FOR 3D DISCONTINUOUS DEFORMATION ANALYSIS
    Ahn, Tae-Young
    Song, Jae-Joon
    [J]. INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2011, 8 (02) : 171 - 191
  • [2] An algorithm to generate random dense arrangements for discrete element simulations of granular assemblies
    Bagi, K
    [J]. GRANULAR MATTER, 2005, 7 (01) : 31 - 43
  • [3] Dynamic sliding of tetrahedral wedge: The role of interface friction
    Bakun-Mazor, D.
    Hatzor, Y. H.
    Glaser, S. D.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2012, 36 (03) : 327 - 343
  • [4] Thermally vs. seismically induced block displacements in Masada rock slopes
    Bakun-Mazor, Dagan
    Hatzor, Yossef H.
    Glaser, Steven D.
    Santamarina, J. Carlos
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 : 196 - 211
  • [5] A New Viscous Boundary Condition in the Two-Dimensional Discontinuous Deformation Analysis Method for Wave Propagation Problems
    Bao, Huirong
    Hatzor, Yossef H.
    Huang, Xin
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (05) : 919 - 928
  • [6] Geometrical modeling of granular structures in two and three dimensions. Application to nanostructures
    Benabbou, A.
    Borouchaki, H.
    Laug, P.
    Lu, J.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2009, 80 (04) : 425 - 454
  • [7] Beyabanaki SAR, 2009, SCI IRAN TRANS A, V16, P216
  • [8] Three-dimensional discontinuous deformation analysis (3-D DDA) using a new contact resolution algorithm
    Beyabanaki, S. Amir Reza
    Mikola, Roozbeh Geraili
    Hatami, Kianoosh
    [J]. COMPUTERS AND GEOTECHNICS, 2008, 35 (03) : 346 - 356
  • [9] Sphere-boundary edge and sphere-boundary corner contacts model in DDA for simulating particulate media in 3-D
    Beyabanaki, S. Amir Reza
    Bagtzoglou, Amvrossios C.
    [J]. GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2015, 10 (02): : 83 - 94
  • [10] Accuracy of dynamic disk-based DDA with respect to a single sliding disk cluster
    Beyabanaki, S. Amir Reza
    Bagtzoglou, Amvrossios C.
    [J]. GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2014, 9 (03): : 231 - 240