4/13/2025, 1:13:24 AM 星期日
不同边界对花岗岩三轴试验影响的三维离散元数值研究
CSTR:
作者:
作者单位:

成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059

中图分类号:

TU458


Discrete element numerical study on the influence of different 3D boundaries on the triaxial simulation test of granite
Author:
Affiliation:

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology, Chengdu Shichuan 610059, China

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [25]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    为了研究边界对花岗岩常规三轴离散元模拟试验的影响,使用颗粒流模拟软件(PFC3D),基于三维等效晶质模型(Grain?-Based-Model)方法生成花岗岩模型,同时利用有限元-离散元(FDM-DEM)耦合建模技术,分别建立刚性、柔性膜以及有限元单元(“Shell”)3种边界下的离散元三轴试验,结果表明:相较于“Shell”边界,刚性边界会提高岩样发生应力集中现象的概率,影响岩样的破坏形态;柔性膜边界会导致岩样在三轴加载过程中所受的实际围压大于目标围压,并显著提高岩样的残余强度;而“Shell”边界下的岩样所受围压稳定,发生应力集中的概率最小。综合分析可得:在花岗岩离散元三轴模拟中“Shell”边界是合适的选择。

    Abstract:

    This paper studies the influence of different boundaries on the conventional triaxial simulation test of granite. The particle flow code(PFC3D) was used to generate the granite model based on the method of grain?-based model. At the same time, the discrete element triaxial test models were established respectively for the three boundaries of the rigid membrane, flexible membrane and finite element (“Shell”) by using the FDM?-DEM coupling modeling technology. Test results shows that compared with the “Shell” boundary, the rigid boundary will increase the probability of stress concentration in the sample and affect the failure form of rock samples, the flexible membrane boundary will cause the actual confining pressure of the rock sample to be larger than the target confining pressure during the triaxial loading process, and significantly increase the residual strength of the rock sample. However, the confining pressure of the rock sample under the shell boundary is stable, and the probability of stress concentration is the smallest. Therefore, the shell boundary should be used in the triaxial test of discrete element simulation.

    参考文献
    [1] 杨达,陈宝义,曹宏宇,等.基于冲击载荷的硬质合金球齿碎岩机理研究[J].钻探工程,2022,49(1):142-152.YANG Da, CHEN Baoyi, CAO Hongyu, et al. Study on rock fragmentation mechanism of carbide spherical teeth based on impact load[J]. Drilling Engineering, 2022,49(1):142-152.
    [2] 汤凤林, Нескоромных В. В.,宁伏龙,等.金刚石钻进岩石破碎过程及其与规程参数关系的研究[J].钻探工程,2021,48(10):43-55.TANG Fenglin, NESKOROMNYH V. V., NING Fulong, et al. Research on the rock fragmentation process and its relationship with drilling parameters in diamond drilling[J]. Drilling Engineering, 2021,48(10):43-55.
    [3] 张程,赵大军,张书磊,等.基于岩石表面位移场的超声波振动下花岗岩损伤特性试验研究[J].钻探工程,2021,48(3):39-45.ZHANG Cheng, ZHAO Dajun, ZHANG Shulei, et al. Experimental study on damage characteristics of granite under ultrasonic vibration based on the displacement field of the rock surface[J]. Drilling Engineering, 2021,48(3):39-45.
    [4] Li X F, Li H B, Zhao J. 3D polycrystalline discrete element method (3PDEM) for simulation of crack initiation and propagation in granular rock[J]. Computers and Geotechnics, 2017,90:96-112.
    [5] Chen Q, Zhang C, Yang C, et al. Effect of fine-grained dipping interlayers on mechanical behavior of tailings using discrete element method[J]. Engineering Analysis with Boundary Elements, 2019,104:288-299.
    [6] Tang C. Numerical simulation of progressive rock failure and associated seismicity[J]. International Journal of Rock Mechanics and Mining Sciences, 1997,34(2):249-261.
    [7] Li H, Yang C, Ding X, et al. Weibull linear parallel bond model (WLPBM) for simulating micro-mechanical characteristics of heterogeneous rocks[J]. Engineering Analysis with Boundary Elements, 2019,108:82-94.
    [8] 李博,朱强,张丰收,等.基于矿物晶体模型的非均质性岩石双裂纹扩展规律研究[J].岩石力学与工程学报,2021,40(6): 1119-1131.LI Bo, ZHU Qiang, ZHANG Fengshou. et al. Influence of meso-structure heterogeneity on granite strength and deformation with particle flow code[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(6): 1119-1131.
    [9] 胡训健,卞康,谢正勇,等.细观结构的非均质性对花岗岩强度及变形影响的颗粒流模拟[J].岩土工程学报,2020,42(8): 1540-1548.HU Xunjian, BIAN Kang, XIE Zhengyong, et al. Numerical simulation of large-scale triaxial tests on soil-rock mixture using DEM with three-dimensional flexible membrane boundary [J]. Chinese Journal of Geotechnical Engineering, 2020,42(8):1540-1548.
    [10] 金磊,曾亚武.基于三维柔性薄膜边界的土石混合体大型三轴试验颗粒离散元模拟[J].岩土工程学报,2018,40(12):2296–2304.JIN Lei, ZENG Yawu. Numerical simulation of large-scale triaxial tests on soil-rock mixture using DEM with three-dimensional flexible membrane boundary[J]. Chinese Journal of Geotechnical Engineering, 2018,40(12):2296-2304.
    [11] Xu Wenjie, Hu Liming, Gao W. Random generation of the meso-structure of a soil-rock mixture and its application in the study of the mechanical behavior in a landslide dam[J]. International Journal of Rock Mechanics and Mining Sciences, 2016,86:166-178.
    [12] Cheung G, O’Sullivan C. Effective simulation of flexible lateral boundaries in two- and three-dimensional DEM simulations[J]. Particuology, 2008,6(6):483-500.
    [13] Thomas P A, Bray J D. Capturing nonspherical shape of granular media with disk clusters[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999,125(3):169-178.
    [14] Qu T, Feng Y T, Wang Y, et al. Discrete element modelling of flexible membrane boundaries for triaxial tests[J]. Computers and Geotechnics, 2019,115:103-154.
    [15] 张涛,蔚立元,鞠明和,等.基于PFC3D-GBM的晶体-单元体尺寸比对花岗岩动态拉伸特性影响分析[J].岩石力学与工程学报,2022,41(3):28-38.ZHANG Tao, WEI Liyuan, JU Minghe, et al. Study on the effect of grain size-particle size ratio on the dynamic tensile properties of granite based on PFC3D-GBM[J]. Journal of Engineering Geology, 2022,41(3):28-38.
    [16] 刘静,李江腾.基于颗粒流的大理岩三轴循环加卸载细观损伤特性分析[J].中南大学学报(自然科学版),2018,49(11): 2797-2803.LIU Jing, LI Jiangteng. Analysis on meso-damage characteristics of marble under triaxial cyclic loading and unloading based on particle flow simulation[J]. Journal of Central South University (Science and Technology), 2018,49(11):2797-2803.
    [17] HE Pengfei, KULATILAKE P H S W, YANG Xuxu, et al. Detailed comparison of nine intact rock failure criteria using polyaxial intact coal strength data obtained through PFC3D simulations[J]. Acta Geotechnica, 2018,13(2):419-445.
    [18] PARK B, MIN K B. Bonded-particle discrete element modeling of mechanical behavior of transversely isotropic rock[J]. International Journal of Rock Mechanics & Mining Sciences, 2015,76:243-255.
    [19] Lu Z, Yao A, Su A, et al. Re-recognizing the impact of particle shape on physical and mechanical properties of sandy soils: A numerical study[J]. Engineering Geology, 2019,253:36-46.
    [20] Ding X, Zhang L, Zhu H, et al. Effect of model scale and particle size distribution on PFC3D simulation results[J]. Rock Mechanics and Rock Engineering, 2014,47(6):2139-2156.
    [21] 毛海涛,黄海均,严新军,等.非饱和紫色土三轴试验颗粒流宏细观参数关系研究[J].工程地质学报,2021,29(3):711–723.MAO Haitao, HUANG Haijun, YAN Xinjun, et al. Numerical study on macroscopic and microscopic parameters of particle flow in unsaturated purple soil trixial test[J]. Journal of Engineering Geology, 2021,29(3):711-723.
    [22] 蒋成龙,许成顺,张小玲,等.三维柔性边界构建方法及其对砾质土变形发展影响的离散元数值研究[J].土木工程学报, 2021,54(5):77-86.JIANG Chenglong, XU Chengshun, ZHANG Xiaoling, et al. Three-dimensional flexible boundary construction method and its influence on the deformation development of gravel soil by discrete element simulation[J]. China Civil Engineering Journal, 2021,54(5):77-86.
    [23] Shivakumar P N, Sivakumar K C. A review of infinite matrices and their applications[J]. Linear Algebra and its Applications, 2009,430(4):976-998.
    [24] 甘霖.循环应力-温度作用下花岗岩常规三轴力学行为研究[D].长春:吉林大学, 2021.GAN Lin. Study on conventional triaxial mechanical behavior of granite tender [D]. Changchun: Jilin University, 2021.
    [25] MARTIN C D. The effect of cohesion loss and stress path on brittle rock strength[J]. Canadian Geotechnical Journal, 1997,34(5):698-725.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

王治林,郑明明,夏敏,等.不同边界对花岗岩三轴试验影响的三维离散元数值研究[J].钻探工程,2023,50(1):150-158.
WANG Zhilin, ZHENG Mingming, XIA Min, et al. Discrete element numerical study on the influence of different 3D boundaries on the triaxial simulation test of granite[J]. Drilling Engineering, 2023,50(1):150-158.

复制
分享
文章指标
  • 点击次数:529
  • 下载次数: 934
  • HTML阅读次数: 726
  • 引用次数: 0
历史
  • 收稿日期:2022-04-13
  • 最后修改日期:2022-09-17
  • 录用日期:2022-10-27
  • 在线发布日期: 2023-02-13
  • 出版日期: 2023-01-10
文章二维码