4.6 Article

Numerical Simulation of Mechanical Properties of Irregular Columnar Jointed Rock Mass

期刊

FRONTIERS IN PHYSICS
卷 10, 期 -, 页码 -

出版社

FRONTIERS MEDIA SA
DOI: 10.3389/fphy.2022.836286

关键词

numerical simulation; mechanical properties; failure modes; irregular columnar jointed rock mass; anisotropy

资金

  1. National Natural Science Foundation of China [52109122]
  2. Basic Research Fund for Central Research Institutes of Public Causes [CKSF2021715/YT]

向作者/读者索取更多资源

The deformation, strength characteristics, and failure modes of irregular columnar jointed rock masses (CJRM) under uniaxial compression were investigated using numerical simulation. It was found that irregular CJRM exhibit significant anisotropy, with compressive strength varying in a typical U-shape curve with joint angle. The failure modes of irregular CJRM can be classified as splitting failure, shear-sliding failure along columnar joints, and combined failure of column fracturing and joint splitting. The study demonstrates the effectiveness and reliability of numerical simulation in investigating the mechanical properties and failure mechanism of irregular CJRM.
Columnar jointed rock masses (CJRM) are characterized by significant anisotropy. The mechanical properties of CJRM are complicated by the presence of columnar joints. In this paper, based on the Voronoi random graph generation algorithm, the irregular CJRM numerical model is established, in which columns are simulated by solid elements while joints are simulated by contact surface elements. Uniaxial compression tests on irregular CJRM are then conducted by using FLAC3D to investigate the deformation and strength characteristics, and failure modes. Results indicate that irregular CJRM exhibit strong anisotropy under uniaxial compression, and the compressive strength varies with joint angle in a typical U-shape curve. Failure modes can be classified as three categories: splitting failure along loading direction, shear-sliding failure along columnar joint, and combined failure of column fracturing and joint splitting. The numerical results are then compared with the experimental results. It demonstrates the effectiveness and reliability of applying numerical simulation to investigations on mechanical properties and failure mechanism of irregular CJRM. The results of this study provide helpful information for the design and construction of the project involving CJRM.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据