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
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