中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Influence of grain size on the strain-rate-dependent dynamic response of sandstones

文献类型:期刊论文

作者Yu M(于淼)4; Li, Shaohua1; Sun, Qianyu3; Wang, Shuang2
刊名GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES
出版日期2021
卷号7期号:3页码:1-15
ISSN号2363-8419
关键词Coalbed methane (CBM) exploitation Grain size Rate dependence Microcrack evolution Sensitivity zone
产权排序1
英文摘要

Shock wave fracturing is a novel technology in coalbed methane (CBM) exploitation. Understanding dynamic damage and failure mechanisms of rock with different grain sizes is of vital importance to shock wave fracturing. In this study, we investigate the influence of grain size on the dynamic compressive strength and failure modes of sandstones under strain rates ranging from 20 to 100 s(-1) and the corresponding mesoscopic responses. The Split Hopkinson Pressure Bar (SHPB) results show that finer-grained samples are mildly fragmented with a moderate strength increase (longer microcracks with lower density) at lower strain rates ((epsilon) over dot = 20-60 s(-1)) but intensively fragmented with a steeper strength increase (shorter microcracks with higher density) at higher strain rates ((epsilon) over dot = 60-100 s(-1)). However, the trend for coarse-grained samples is the opposite. Microcracking characteristics of the tested samples were then obtained using optical microscopy. The microcrack density and the microcrack length may be used to explain the strain-rate dependence of the dynamic compressive strength and fracturing modes of the samples, respectively. These results may be helpful to build a multiscale framework to analyze the natured mechanism of crack production in CBM exploitation. Article Highlights The influence of grain size on the dynamic compressive strength and failure modes of sandstones werediscussed under medium strain rates and the corresponding mesoscopic responses; Finer-grained samples are mildly fragmented with a moderate strength increase at lower strain rates butintensively fragmented with a steeper strength increase at higher strain rates compared with coarser-grained ones; The microcrack density and the microcrack length may be used to explain the strain-rate dependence of thedynamic compressive strength and fracturing modes of the samples, respectively.

语种英语
WOS记录号WOS:000667686200001
资助机构National Key Research and Development Program of China [2020YFA0710500]
源URL[http://ir.sia.cn/handle/173321/29312]  
专题沈阳自动化研究所_空间自动化技术研究室
通讯作者Yu M(于淼)
作者单位1.Department of the Built Environment, Eindhoven, University of Technology, P.O. Box 513, 5600 MB Eindhoven, The Netherlands
2.State Key Laboratory for Turbulence and Complex System, School of Resource and Civil Engineering, Peking University, Beijing 100871, China
3.State Key Joint Laboratory of Environmental Simulation and Pollution Control, Tsinghua University, Beijing 100084, China
4.State Key Laboratory of Robotics, Shenyang Institute of Automation, Chinese Academy of Sciences, Shenyang, China
推荐引用方式
GB/T 7714
Yu M,Li, Shaohua,Sun, Qianyu,et al. Influence of grain size on the strain-rate-dependent dynamic response of sandstones[J]. GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES,2021,7(3):1-15.
APA Yu M,Li, Shaohua,Sun, Qianyu,&Wang, Shuang.(2021).Influence of grain size on the strain-rate-dependent dynamic response of sandstones.GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES,7(3),1-15.
MLA Yu M,et al."Influence of grain size on the strain-rate-dependent dynamic response of sandstones".GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES 7.3(2021):1-15.

入库方式: OAI收割

来源:沈阳自动化研究所

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。