Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite
文献类型：期刊论文
| 作者 | Wu, Renjie2; Li, Haibo2 ; Li, Xiaofeng2; Xia, Xiang1; Liu, Liwang2
|
| 刊名 | INTERNATIONAL JOURNAL OF GEOMECHANICS
 |
| 出版日期 | 2020-08-01 |
| 卷号 | 20期号:8页码:16 |
| 关键词 | Discrete element method Dynamic fracturing Failure patter Scaling law Transversely isotropic behavior |
| ISSN号 | 1532-3641 |
| DOI | 10.1061/(ASCE)GM.1943-5622.0001737 |
| 英文摘要 | Understanding the dynamic mechanical behavior of transversely isotropic rocks is essential in various fields of rock engineering, such as tunnel digging, blasting, and underground excavation. The bedding structure and strain rate determine the failure features of transversely isotropic rocks. Dynamic compression tests of transversely isotropic phyllites with different bedding angles were carried out using the split Hopkinson pressure bar (SHPB) approach to study the dynamic mechanical properties of transversely isotropic rocks. The resulting failure modes were characterized as two types (class I and class II) to describe the deformation behavior and fracture patterns under different strain rates. Both the strain rate and bedding angle influence the dynamic compressive strength. The dynamic compressive strength changes in a U-shaped trend as the bedding angle increases under similar strain rates. This trend becomes more pronounced as the strain rate increases. The failure patterns of the specimens tested under different strain rates are diverse. To gain a better understanding of the dynamic compressive behavior of phyllite, the discrete element method (DEM) was utilized to reveal the microfracture mechanism and failure process under extreme loads with the help of SHPB testing. The validity of the numerical simulation was verified by comparing the numerical results with the laboratory results. The thresholds dividing class I and class II failure for different bedding angles were investigated by applying different impact velocities. A scaling law was proposed to describe the increase in the dynamic strength of transversely isotropic phyllites. In addition, the microcrack propagation and microcrack type were analyzed to explore the influence of the bedding structures on the failure pattern and compressive strength. Different failure patterns form from different microcrack propagation processes, and the resistance of microcrack generation determines the strength of phyllites with different bedding angles. (c) 2020 American Society of Civil Engineers. |
| 资助项目 | National Natural Science Foundation of China[51439008] ; National Natural Science Foundation of China[51679231] |
| WOS研究方向 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000545985000033 |
| 出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/24510]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Li, Xiaofeng |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 2.Univ Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Chinese Acad Sci, Wuhan 430071, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wu, Renjie,Li, Haibo,Li, Xiaofeng,et al. Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(8):16. |
| APA | Wu, Renjie,Li, Haibo,Li, Xiaofeng,Xia, Xiang,&Liu, Liwang.(2020).Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(8),16. |
| MLA | Wu, Renjie,et al."Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.8(2020):16. |
入库方式： OAI收割
来源：武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。