中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Modification of rock mass strength assessment methods and their application in geotechnical engineering

文献类型:期刊论文

作者Lin, Daming1; Wang, Kaiyang2,3; Li, Kun2; He, Wantong2; Bao, Weixing1,5; Yuan, Renmao4; Shang, Yanjun2
刊名BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
出版日期2017-11-01
卷号76期号:4页码:1471-1480
关键词Rock Mass Strength Estimation Joint Density Velocity Of Elastic Waves Drilling Time The Jiubao Tunnel
ISSN号1435-9529
DOI10.1007/s10064-016-0952-9
文献子类Article
英文摘要Due to complicated structures and discontinuities in surrounding rock mass, existing empirical failure criteria cannot meet the requirements of engineering practice such as tunnels. To improve estimation accuracy on the strength of rock mass with joints, a modified chart of the Geological Strength Index using Hoek-Brown criteria was further tested to estimate rock mass strength [Lin et al. (2014) Bull Eng Geol Environ 4(73): 1245-1258], and, in this paper, new strength estimation equations for jointed rock mass were then modified based on a large dataset obtained from Chinese projects. Here, standard drilling time is first introduced and described in this study, and then used as a parameter to estimate rock strength. Different empirical formulas based on joint density, rock mass classification, Hoek-Brown criteria, and elastic wave velocity are thus used to estimate rock mass strength by using data from the Jiubao tunnel. The results estimated based on different empirical formulas were similar, indicating that the modified assessment method presented in this paper can be used to estimate rock mass strength under certain circumstances. Cross-correlation of different empirical methods provides significant confidence in predicted rock mass strength calculations.
WOS关键词MECHANICAL-PROPERTIES ; BEHAVIOR
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000413673700018
出版者SPRINGER HEIDELBERG
源URL[http://ir.iggcas.ac.cn/handle/132A11/62481]  
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Yuan, Renmao
作者单位1.Minist Transport, Res Inst Highway, Beijing 100088, Peoples R China
2.Chinese Acad Sci, Inst Geol & Geophys, Beijing 100029, Peoples R China
3.Traff Planning & Design Inst Yunnan Prov, Kunming 650011, Yunnan, Peoples R China
4.China Earthquake Adm, Inst Geol, Key Lab Act Tecton & Volcano, Beijing 100029, Peoples R China
5.Sinkiang Traff Construct Management Bur, Urumqi 830001, Peoples R China
推荐引用方式
GB/T 7714
Lin, Daming,Wang, Kaiyang,Li, Kun,et al. Modification of rock mass strength assessment methods and their application in geotechnical engineering[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2017,76(4):1471-1480.
APA Lin, Daming.,Wang, Kaiyang.,Li, Kun.,He, Wantong.,Bao, Weixing.,...&Shang, Yanjun.(2017).Modification of rock mass strength assessment methods and their application in geotechnical engineering.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,76(4),1471-1480.
MLA Lin, Daming,et al."Modification of rock mass strength assessment methods and their application in geotechnical engineering".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 76.4(2017):1471-1480.

入库方式: OAI收割

来源:地质与地球物理研究所

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。