不同边界对花岗岩三轴试验影响的三维离散元数值研究
投稿时间:2022-04-13  修订日期:2022-09-17  点此下载全文
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.
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作者单位E-mail
王治林 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 1960682032@qq.com 
郑明明* 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 mingming_zheng513@163.com 
夏敏 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  
熊亮 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  
吴祖锐 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  
王凯 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  
中文摘要: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。
中文关键词:花岗岩  三轴试验  有限元-离散元耦合  柔性膜边界  刚性边界  “Shell”边界  应力应变特性
 
Discrete element numerical study on the influence of different 3D boundaries on the triaxial simulation test of granite
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.
keywords:granite  triaxial test  FDM‍-DEM coupling  flexible membrane boundary  rigid boundary  “Shell” boundary  stress-strain characteristics
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