On the calibration and verification of Voronoi-based discontinuous deformation analysis for modeling rock fracture

被引:13
|
作者
Zhang, Kaiyu [1 ]
Liu, Feng [2 ]
Xia, Kaiwen [2 ]
Xu, Ying [2 ]
Dong, Peng [3 ]
Yu, Changyi [4 ,5 ]
机构
[1] Taiyuan Univ Technol, Coll Water Resources Sci & Engn, Taiyuan 030024, Peoples R China
[2] Tianjin Univ, Sch Civil Engn, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
[3] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON M5S 1A4, Canada
[4] CCCC Tianjin Port Engn Inst Co Ltd, Tianjin 300222, Peoples R China
[5] CCCC First Harbor Engn Co Co Ltd, Tianjin 300461, Peoples R China
基金
中国国家自然科学基金;
关键词
Discontinuous deformation analysis (DDA); Voronoi tessellation; Parameter calibration; Confining pressure; Rock fracture; STRESS WAVE-PROPAGATION; MICROMECHANICAL PARAMETERS; PROGRESSIVE FAILURE; DDA; SIMULATION; MICROSTRUCTURE; BOUNDARY;
D O I
10.1016/j.jrmge.2022.12.025
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Since its introduction, discontinuous deformation analysis (DDA) has been widely used in different areas of rock mechanics. By dividing large blocks into subblocks and introducing artificial joints, DDA can be applied to rock fracture simulation. However, parameter calibration, a fundamental issue in discontinuum methods, has not received enough attention in DDA. In this study, the parameter calibration of DDA for intact rock is carefully studied. To this end, a subblock DDA with Voronoi tessellation is presented first. Then, a modified contact constitutive law is introduced, in which the tensile and shear meso-strengths are modified to be independent of the bond lengths. This improvement can prevent the unjustified preferential failure of short edges. A method for imposing confining pressure is also introduced. Thereafter, sensitivity analysis is performed to investigate the influence of the calculated parameters and meso-parameters on the mechanical properties of modeled rock. Based on the sensitivity analysis, a unified calibration procedure is suggested for both cases with and without confining pressure. Finally, the calibration procedure is applied to two examples, including a biaxial compression test. The results show that the proposed Voronoi-based DDA can simulate rock fracture with and without confining pressure very well after careful parameter calibration. (C) 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:2025 / 2038
页数:14
相关论文
共 50 条
  • [21] Voronoi-Based Discrete Element Analyses to Assess the Influence of the Grain Size and Its Uniformity on the Apparent Fracture Toughness of Notched Rock Specimens
    Justo, J.
    Konietzky, H.
    Castro, J.
    ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (05) : 2861 - 2877
  • [22] A development of the discontinuous deformation analysis for rock fall analysis
    Wu, JH
    Ohnishi, Y
    Nishiyama, S
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2005, 29 (10) : 971 - 988
  • [23] Voronoi-based k-order neighbour relations for spatial analysis
    Chen, J
    Zhaoa, RL
    Li, ZL
    ISPRS JOURNAL OF PHOTOGRAMMETRY AND REMOTE SENSING, 2004, 59 (1-2) : 60 - 72
  • [24] Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis
    Shuqi Ma
    Chuan He
    Zhiye Zhao
    Wen Nie
    Xing Zhu
    Zhenyu Zhang
    Rock Mechanics and Rock Engineering, 2017, 50 : 1205 - 1215
  • [25] Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis
    Ma, Shuqi
    He, Chuan
    Zhao, Zhiye
    Nie, Wen
    Zhu, Xing
    Zhang, Zhenyu
    ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (05) : 1205 - 1215
  • [26] Modeling rock failure using the numerical manifold method followed by the discontinuous deformation analysis
    You-Jun Ning
    Xin-Mei An
    Qing Lü
    Guo-Wei Ma
    Acta Mechanica Sinica, 2012, 28 : 760 - 773
  • [27] Modeling rock failure using the numerical manifold method followed by the discontinuous deformation analysis
    Ning, You-Jun
    An, Xin-Mei
    Lu, Qing
    Ma, Guo-Wei
    ACTA MECHANICA SINICA, 2012, 28 (03) : 760 - 773
  • [28] Modeling large displacement of rock block and a work face excavation of a coal mine based on discontinuous deformation analysis and finite deformation theory
    Gao, Yanan
    Gao, Feng
    Yeung, Manchu Ronald
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 92
  • [29] Rock slope stability analysis using the discontinuous deformation analysis
    Sun, J. P.
    Zhao, Z. Y.
    HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 1997 - 2001
  • [30] Extensions of discontinuous deformation analysis for jointed rock masses
    Lin, CT
    Amadei, B
    Jung, J
    Dwyer, J
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1996, 33 (07) : 671 - 694