A 3D discrete element modelling approach for rockfall analysis with drapery systems

被引:83
|
作者
Thoeni, Klaus [1 ]
Giacomini, Anna [1 ]
Lambert, Cedric [2 ]
Sloan, Scott W. [1 ,3 ]
Carter, John P. [1 ,3 ]
机构
[1] Univ Newcastle, Ctr Geotech & Mat Modelling, Callaghan, NSW 2308, Australia
[2] Univ Canterbury, Dept Civil & Nat Resources Engn, Christchurch 8140, New Zealand
[3] Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn, Callaghan, NSW 2308, Australia
基金
澳大利亚研究理事会;
关键词
Discrete element method (DEM); 3D rockfall modelling; Double-twisted hexagonal mesh; Rockfall protection; Full-scale modelling; CONTACT MODEL; PROTECTION; DESIGN; NETS; MESH; DEM;
D O I
10.1016/j.ijrmms.2014.02.008
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a novel approach for the simulation of rockfalls behind drapery systems which can be used to accurately assess the residual rockfall hazard involved with such systems. A discrete element model of drapery systems installed on rock slopes is presented where all the relevant interactions are taken into account. The approach is based on the classical discrete element method, where the block is represented by a rigid assembly of spheres. The slope is represented by triangular elements and the drapery is represented by spherical particles which interact remotely. The model is calibrated and validated by comparing the numerical predictions with experimental results. It is shown that the model can accurately predict block trajectories and block velocities for rockfall analysis with and without drapery. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:107 / 119
页数:13
相关论文
共 50 条
  • [21] Finite element approach to modelling evolution of 3D shape memory materials
    Mahapatra, D. Roy
    Melnik, R. V. N.
    MATHEMATICS AND COMPUTERS IN SIMULATION, 2007, 76 (1-3) : 141 - 148
  • [22] GPGPU-parallelized 3D combined finite–discrete element modelling of rock fracture with adaptive contact activation approach
    M. Mohammadnejad
    D. Fukuda
    H. Y. Liu
    S. Dehkhoda
    A. Chan
    Computational Particle Mechanics, 2020, 7 : 849 - 867
  • [23] The Modelling of Rock Fragmentation Mechanisms by Carbide Buttons Using the 3D Discrete Element Method
    Ma, Yanan
    Gong, Qiuming
    Zhou, Xiaoxiong
    Yin, Lijun
    Ma, Hongsu
    APPLIED SCIENCES-BASEL, 2023, 13 (10):
  • [24] Modelling of ice rubble in the punch shear tests with cohesive 3D discrete element method
    Sorsimo, Arto
    Heinonen, Jaakko
    ENGINEERING COMPUTATIONS, 2019, 36 (02) : 378 - 399
  • [25] Modelling progressive failure in fractured rock masses using a 3D discrete element method
    Scholtes, Luc
    Donze, Frederic-Victor
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 52 : 18 - 30
  • [26] 3D Distinct Element Back Analysis Based on Rock Structure Modelling of SfM Point Clouds: The Case of the 2019 Pinglu Rockfall of Kaili, China
    Zhen Ye
    Qiang Xu
    Qian Liu
    Xiujun Dong
    Feng Pu
    Journal of Earth Science, 2024, 35 (05) : 1568 - 1582
  • [27] A 3D Discrete Element Analysis of Failure Mechanism of Shallow Foundations in Rocks
    Sepehri, S.
    Shirinabadi, R.
    Alae, N. Hoseini
    Moosavi, E.
    Tabrizi, A. H. Bangian
    JOURNAL OF MINING AND ENVIRONMENT, 2020, 11 (02): : 467 - 480
  • [28] Impact of micromechanical parameters on wire sawing: a 3D discrete element analysis
    B. Nassauer
    M. Kuna
    Computational Particle Mechanics, 2015, 2 : 63 - 71
  • [29] Impact of micromechanical parameters on wire sawing: a 3D discrete element analysis
    Nassauer, B.
    Kuna, M.
    COMPUTATIONAL PARTICLE MECHANICS, 2015, 2 (01) : 63 - 71
  • [30] 3D Distinct Element Back Analysis Based on Rock Structure Modelling of SfM Point Clouds: The Case of the 2019 Pinglu Rockfall of Kaili, China
    Ye, Zhen
    Xu, Qiang
    Liu, Qian
    Dong, Xiujun
    Pu, Feng
    JOURNAL OF EARTH SCIENCE, 2024, 35 (05) : 1568 - 1582