Discrete Element Modeling on Mechanical Behavior of Heterogeneous Rock Containing X-Shaped Fissure under Uniaxial Compression
文献类型：期刊论文
| 作者 | Chen, Ming1,2; Liu, Jian1,2; Xie, Zhengyong3; Liu, Jianjun1,2; Hu, Xunjian1,2; Li, Bingyang1,2; Cen, Yue1,2 |
| 刊名 | GEOFLUIDS
 |
| 出版日期 | 2020-10-17 |
| 卷号 | 2020页码:14 |
| ISSN号 | 1468-8115 |
| DOI | 10.1155/2020/8828199 |
| 英文摘要 | Based on the experimental results of an intact rock specimen under uniaxial compression, particle flow code (PFC2D) was adopted to carry out a discrete element modeling (DEM) for the mechanical behavior of heterogeneous rocks containing X-shaped fissures (two intersecting symmetric single fissures) under uniaxial compression. The influences of beta (the acute angle between two single fissures) and the direction angle alpha (the acute angle between the bisector of beta and perpendicular to the loading direction) on the strength, deformation, energy, crack propagation, and ultimate failure mode were analyzed in detail. Numerical simulated results showed the following: (1) Due to the X-shaped fissures, not only the peak strength, elastic modulus, crack initiation stress, and damage stress were significantly reduced, and the reduced degree of the peak strength was obviously greater than that of the elastic modulus, but also the brittleness and energy were significantly weakened. (2) The peak strength and elastic modulus generally decreased with the increase of beta and increased with the increase of alpha. Moreover, the change trends of crack initiation stress, damage stress, boundary energy, and total strain energy at the peak stress were consistent with the peak strength. (3) Regardless of the changes of alpha and beta, models all firstly initiated wing cracks at the two tips of the single fissure with a larger inclination angle, and the crack initiation angle decreased with the increase of the inclination angle of the single fissure. (4) The fracture was dominated by tensile microcracks, and no microcracks were generated in a certain range of the X-shaped fissure center. The failure mode was mainly split along the axial direction, and the failure surface started from the tips of the fissure and extended to both ends of models. (5) The uniaxial compressive strength and elastic modulus increased exponentially with the increase of the homogeneity factor. When the homogeneity factor was small, the microcracks were more evenly distributed in the models; when the homogeneity factor was large, the microcracks were mainly concentrated at the tips of the fissure in the models. This study can provide some references for the correct understanding of the mechanical properties of rock masses containing X-shaped fissures. |
| 资助项目 | National Key R&D Program of China[2016YFC0401802] ; State Key Program of National Natural Science of China[51539002] ; National Natural Science Foundation of China[51779249] |
| WOS研究方向 | Geochemistry & Geophysics ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000586427200005 |
| 出版者 | WILEY-HINDAWI |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/25053]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Chen, Ming |
| 作者单位 | 1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 3.Tianxia Construct Co Ltd, Hubei Rd & Bridge Grp, Wuhan 430000, Peoples R China |
| 推荐引用方式 GB/T 7714 | Chen, Ming,Liu, Jian,Xie, Zhengyong,et al. Discrete Element Modeling on Mechanical Behavior of Heterogeneous Rock Containing X-Shaped Fissure under Uniaxial Compression[J]. GEOFLUIDS,2020,2020:14. |
| APA | Chen, Ming.,Liu, Jian.,Xie, Zhengyong.,Liu, Jianjun.,Hu, Xunjian.,...&Cen, Yue.(2020).Discrete Element Modeling on Mechanical Behavior of Heterogeneous Rock Containing X-Shaped Fissure under Uniaxial Compression.GEOFLUIDS,2020,14. |
| MLA | Chen, Ming,et al."Discrete Element Modeling on Mechanical Behavior of Heterogeneous Rock Containing X-Shaped Fissure under Uniaxial Compression".GEOFLUIDS 2020(2020):14. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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