中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Should the Use of Rock Quality Designation Be Discontinued in the Rock Mass Rating System?

文献类型:期刊论文

作者Chen, Qingfa; Yin, Tingchang
刊名ROCK MECHANICS AND ROCK ENGINEERING
出版日期2019
卷号52期号:4页码:1075-1094
关键词Rock mass rating Rock quality designation Fracture spacing Fracture frequency Rock mass structure
ISSN号0723-2632
DOI10.1007/s00603-018-1607-x
英文摘要In 2013, an updated rock mass rating system (RMR13) was introduced, in which the combined use of rock quality designation (RQD) and fracture spacing (FS) in the commonly used version (known as RMR89) was replaced with the fracture frequency (FF). Multiple studies have suggested that the incorporation of RQD into the RMR system is no longer necessary, and this stance is extremely controversial. In this study, to investigate whether the use of RQD should be discontinued in the RMR system, both RMR89 and RMR13 were applied to a large number of cases involving artificial and real data sets, and comparisons of RMR89 and RMR13 were conducted. The artificial data sets were constructed through developing theoretical discrete fracture network (DFN) models, and the real data sets were collected from 187 actual cases worldwide. The comparison between RMR89 and RMR13 was based on the following steps. (1) The combined ratings of RQD and FS in RMR89 (RRQD+FS) and the rating of FF in RMR13 (R-FF) were used to determine the fracturing degrees of the theoretical DFN models. Additionally, the classification abilities of the two subsystems were analysed and compared, and the correlation coefficient (r) and included angle cosine value of two vectors (lambda(ij)) were calculated. (2) Two specific case studies were performed, and an analysis of variability between RMR89 and RMR13 was conducted. (3) In comparative analyses of 187 real cases, RRQD+FS, R-FF, RMR89 and RMR13 were adopted to assess the structures and basic qualities of rock masses. Moreover, their results and classification abilities were compared, and r and lambda(ij) were calculated. The conclusions of the study were as follows: (1) the assessment results of theoretical DFN models show that RRQD+FS and R-FF exhibit a similar ability to distinguish rock mass structures; (2) the two specific case studies performed suggest that the discrepancy between RMR89 and RMR13 truly exists; (3) the real case studies indicate that RMR89 and RMR13 differ in their sensitivities to rock mass fracturing and basic quality, and RMR89 is superior, but the application potential of RMR13 cannot be denied; and (4) the introduction of RMR13 is not a sufficient reason to cease the use of RMR89, which remains highly practical. In real cases, individuals should select a proper classification system by considering the geological conditions and their experiences and preferences.
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000462225400008
源URL[http://119.78.100.198/handle/2S6PX9GI/15013]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Guangxi Univ, Coll Resources Environm & Mat, Nanning 530004, Guangxi, Peoples R China;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Chen, Qingfa,Yin, Tingchang. Should the Use of Rock Quality Designation Be Discontinued in the Rock Mass Rating System?[J]. ROCK MECHANICS AND ROCK ENGINEERING,2019,52(4):1075-1094.
APA Chen, Qingfa,&Yin, Tingchang.(2019).Should the Use of Rock Quality Designation Be Discontinued in the Rock Mass Rating System?.ROCK MECHANICS AND ROCK ENGINEERING,52(4),1075-1094.
MLA Chen, Qingfa,et al."Should the Use of Rock Quality Designation Be Discontinued in the Rock Mass Rating System?".ROCK MECHANICS AND ROCK ENGINEERING 52.4(2019):1075-1094.

入库方式: OAI收割

来源:武汉岩土力学研究所

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