Numerical Study on the Influence of Block Physical Characteristics on Landslide Migration Using Three-Dimensional Discontinuous Deformation Analysis

被引:0
|
作者
Wu, Zhen [1 ]
Zhang, Huiwen [2 ,3 ,4 ]
机构
[1] China Earthquake Adm, Lanzhou Inst Seismol, Lanzhou 730000, Peoples R China
[2] Gansu Desert Control Res Inst, Natl Forest Germplasm Resource Bank Desert Plants, Lanzhou 733000, Peoples R China
[3] Gansu Desert Control Res Inst, Postdoctoral Res Workstat, Lanzhou 730070, Peoples R China
[4] Gansu Desert Control Res Inst, State Key Lab Breeding Base Desertificat & Aeolian, Lanzhou 730070, Peoples R China
基金
中国国家自然科学基金;
关键词
discontinuous deformation analysis; landslide; block; velocity; physical characteristics; TO-FACE CONTACT; WENCHUAN EARTHQUAKE; SIMULATION; MECHANISMS; PARAMETERS; DDA; RESTITUTION; VALIDATION; PLATEAU; MODEL;
D O I
10.3390/su15043463
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The physical characteristics of blocks have an important impact on the migration and deposition in landslides, so the damage of landslides to the surrounding environment often has great uncertainty. To explore how the physical properties of blocks affect the landslide movement, we used Compaq Visual Fortran software with a DDA program to simulate the movement of a block landslide in our study. The velocity and location changes of two types of blocks (triangular and square blocks) were simulated by comparison. The contents of the simulation included the following points: (1) the influence of block density and weight on migration, (2) the influence of the elastic-slip characteristics and spring penalty coefficient on velocity, and (3) interaction between block vertices and the sliding surface. The results showed how the shape and physical properties of the blocks affect the migration of those blocks. Although the triangular blocks appeared to be more stable than the square blocks, they only exhibited greater stability on the gentle slope. The weight and elastic modulus of the blocks could improve the velocity and destructive force, whereas the spring penalty coefficient between the blocks and the contact surface had an obscure effect on the velocity. However, the changes of the above three parameters all led to non-linear changes of velocity. The simulation results indicated that the blocks with different numbers of edges and surfaces had complex trajectories because of contact frequency and mobility. The results show that the physical properties of the blocks could be one of the factors that could ultimately change the displacement of landslides.
引用
收藏
页数:21
相关论文
共 50 条
  • [21] Method for Resolving Contact Indeterminacy in Three-Dimensional Discontinuous Deformation Analysis
    Zhang, Hong
    Liu, Shu-guang
    Zheng, Lu
    Zhu, He-hua
    Zhuang, Xiao-ying
    Zhang, Ying-bin
    Wu, Yan-qiang
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (10)
  • [22] Generalized contact model for polyhedra in three-dimensional discontinuous deformation analysis
    Zheng, Fei
    Jiao, Yu-Yong
    Sitar, Nicholas
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 42 (13) : 1471 - 1492
  • [23] Improvement of joint definition and determination in three-dimensional discontinuous deformation analysis
    Peng, Xinyan
    Chen, Guangqi
    Yu, Pengcheng
    Zhang, Yingbin
    Wang, Jinmei
    COMPUTERS AND GEOTECHNICS, 2019, 110 : 148 - 160
  • [24] FORMULATIONS OF THE THREE-DIMENSIONAL DISCONTINUOUS DEFORMATION ANALYSIS METHOD附视频
    刘君
    孙宪京
    林皋
    Acta Mechanica Sinica, 2004, (03) : 270 - 282
  • [25] Parallel computing of three-dimensional discontinuous deformation analysis based on OpenMP
    Peng, Xinyan
    Chen, Guangqi
    Yu, Pengcheng
    Zhang, Yingbin
    Guo, Longxiao
    Wang, Cungen
    Cheng, Xiao
    Niu, Hui
    COMPUTERS AND GEOTECHNICS, 2019, 106 : 304 - 313
  • [26] Three-dimensional discontinuous deformation analysis with explicit contact formulation and block-wise multicore CPU acceleration
    Wang, Xi
    Wu, Wei
    Zhu, Hehua
    Liu, Fabo
    Zhang, Hong
    Lin, Jeen-Shang
    COMPUTERS AND GEOTECHNICS, 2021, 139
  • [27] Three-dimensional spherical discontinuous deformation analysis using second-order cone programming
    Meng, Jingjing
    Cao, Ping
    Huang, Jinsong
    Lin, Hang
    Li, Kaihui
    Cao, Rihong
    COMPUTERS AND GEOTECHNICS, 2019, 112 : 319 - 328
  • [28] Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method
    Guoyang Liu
    Junjie Li
    Fei Kang
    Rock Mechanics and Rock Engineering, 2019, 52 : 3825 - 3848
  • [29] A full-stage parallel architecture of three-dimensional discontinuous deformation analysis using OpenMP
    Peng, Xinyan
    Chen, Guangqi
    Yu, Pengcheng
    Zhang, Yingbin
    Zhang, Hong
    Guo, Longxiao
    COMPUTERS AND GEOTECHNICS, 2020, 118 (118)
  • [30] Research on the Effect of Tree Barriers on Rockfall Using a Three-Dimensional Discontinuous Deformation Analysis Method
    Liu, Guoyang
    Li, Junjie
    INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2020, 17 (08)