中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental and numerical analyses on the effect of stiffness on bedded sandstone strain burst with varying dip angle

文献类型:期刊论文

作者He, Manchao1; Ren, Fuqiang1,2; Cheng, Cheng3
刊名BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
出版日期2019-07-01
卷号78期号:5页码:3593-3610
关键词Strain burst SR Structural plane Experimental tests Numerical analysis SED
ISSN号1435-9529
DOI10.1007/s10064-018-1363-x
英文摘要Strain burst violence is related to the stiffness ratio (SR) between environmental and bursting rock masses. Strain burst tests on dolomite specimens with different system stiffnesses and bedded sandstone with four different dip angles as well as numerical analyses of strain burst with different structures are carried out to study the effect of stiffness on strain burst. Results indicate that strain burst intensity is larger in a more flexible system environment, and lower SR corresponds to a larger probability of strain burst. Additionally, with increasing SR, the failure mode becomes more stable, and the influence of the structures on failure mode vanishes gradually. For the lowest SR, the strain energy densities (SEDs) from the surrounding rock are lower for steep structures, while flatter structures correspond to higher SED. Moreover, for vertical and horizontal structures, variation in SED with SR is more sensitive; however, for steep and medium discontinuities, the sensitivity is lower.
WOS关键词ENERGY-RELEASE ; BEHAVIOR ; FAILURE
资助项目National Key Research and Development Program[2016YFC0600901]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000471237400038
出版者SPRINGER HEIDELBERG
资助机构National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program ; National Key Research and Development Program
源URL[http://ir.iggcas.ac.cn/handle/132A11/92542]  
专题中国科学院地质与地球物理研究所
通讯作者Ren, Fuqiang
作者单位1.State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
2.China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
3.Chinese Acad Sci, Inst Geol & Geophys, Beijing 100029, Peoples R China
推荐引用方式
GB/T 7714
He, Manchao,Ren, Fuqiang,Cheng, Cheng. Experimental and numerical analyses on the effect of stiffness on bedded sandstone strain burst with varying dip angle[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2019,78(5):3593-3610.
APA He, Manchao,Ren, Fuqiang,&Cheng, Cheng.(2019).Experimental and numerical analyses on the effect of stiffness on bedded sandstone strain burst with varying dip angle.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,78(5),3593-3610.
MLA He, Manchao,et al."Experimental and numerical analyses on the effect of stiffness on bedded sandstone strain burst with varying dip angle".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 78.5(2019):3593-3610.

入库方式: OAI收割

来源:地质与地球物理研究所

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