中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical investigation on progressive fracture behaviours of macroscopic heterogeneous rock bridge

文献类型:期刊论文

作者Chen, Hongran1,2; Xue, Lei1
刊名EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
出版日期2020-04-15
卷号24期号:5页码:603-619
ISSN号1964-8189
关键词Confining compression numerical simulation rock bridge macroscopic heterogeneity fracture pattern acoustic emission
DOI10.1080/19648189.2017.1410728
英文摘要Failure of jointed rocks is highly dependent on the presence of rock bridges that exist across joint surfaces. It has long been assumed that such bridges are homogeneous orders, but continued investigation has found that, more often than not, they are a heterogeneous order. In this paper, the failure processes of generalised rock bridges (including two barriers and one which contains an inclusion) under compression with confinement are investigated experimentally and numerically. The impact of macroscopic heterogeneity is discussed in terms of fracture patterns and acoustic emission (AE) data amongst models. The patterns of crack propagation and coalescence are strongly dependent on macroscopic heterogeneity, and characterised by spatial distribution of AE events especially those of high magnitude. Local accelerations observed from curves of AE data suggest that failures are of heterogeneous orders. The piecewise curves separated by transforms from accelerations to decelerations are in the same exponential expression form, implying that the orders of crack development are similar.
WOS关键词CRACK COALESCENCE ; ACOUSTIC-EMISSION ; RUPTURE PROCESS ; FAULT BRECCIA ; PART I ; FAILURE ; COMPRESSION ; PROPAGATION ; SIMULATION ; SANDSTONE
资助项目National Natural Science Foundation of China[41572311] ; National Natural Science Foundation of China[41302233] ; NSFC-Henan Joint Fund[U1704243]
WOS研究方向Engineering
语种英语
出版者TAYLOR & FRANCIS LTD
WOS记录号WOS:000521084900003
资助机构National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund ; NSFC-Henan Joint Fund
源URL[http://ir.iggcas.ac.cn/handle/132A11/95527]  
专题地质与地球物理研究所_中国科学院页岩气与地质工程重点实验室
通讯作者Chen, Hongran
作者单位1.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing, Peoples R China
2.Univ Chinese Acad Sci, Coll Earth Sci, Beijing, Peoples R China
推荐引用方式
GB/T 7714
Chen, Hongran,Xue, Lei. Numerical investigation on progressive fracture behaviours of macroscopic heterogeneous rock bridge[J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,2020,24(5):603-619.
APA Chen, Hongran,&Xue, Lei.(2020).Numerical investigation on progressive fracture behaviours of macroscopic heterogeneous rock bridge.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,24(5),603-619.
MLA Chen, Hongran,et al."Numerical investigation on progressive fracture behaviours of macroscopic heterogeneous rock bridge".EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING 24.5(2020):603-619.

入库方式: OAI收割

来源:地质与地球物理研究所

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