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Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion
Pan, Qiujing1; Jiang, Yuan-Jun2; Dias, Daniel1
2017
Source PublicationJOURNAL OF COMPUTING IN CIVIL ENGINEERING
ISSN0887-3801
EISSN1943-5487
Volume31Issue:5Pages:10
SubtypeArticle
AbstractThe probabilistic stability analysis of a three-dimensional rock slope is studied in this paper. The deterministic computation of the critical slope height is based on the kinematic approach of limit analysis, for which the generalized Hoek-Brown failure criterion is adopted to characterize the failure of rock masses. Sparse polynomial chaos expansion is taken to perform the probabilistic analysis using a response surface method. The uncertainties considered involve the Hoek-Brown parameters (mi(,) GSI, sigma(c), and D-i), slope geometry parameters (beta, H, and B/H), and rock mass unit weight (gamma). The influences of the uncertainty level, correlation relationships between the Hoek-Brown parameters, and distribution types are discussed. Finally, a reliability-based design chart is provided to evaluate the safety factor of a slope required for a target failure probability. (C) 2017 American Society of Civil Engineers.
KeywordThree-dimensional (3D) slope Stability Probabilistic analysis Hoek-Brown criterion Sparse polynomial chaos expansion Response surface method
DOI10.1061/(ASCE)CP.1943-5487.0000692
Indexed BySCI
WOS KeywordPOLYNOMIAL CHAOS EXPANSIONS ; LIMIT ANALYSIS ; RELIABILITY-ANALYSIS ; STATIC STABILITY ; WATER DRAWDOWN ; DESIGN
Language英语
Quartile3区
Funding ProjectCAS Pioneer Hundred Talents Program ; National Natural Science Foundation of China[41502334] ; China Scholarship Council ; National Basic Research 973 Program of China[2013CB036004]
TOP
WOS Research AreaComputer Science ; Engineering
WOS SubjectComputer Science, Interdisciplinary Applications ; Engineering, Civil
WOS IDWOS:000417340500026
Funding OrganizationCAS Pioneer Hundred Talents Program ; National Natural Science Foundation of China ; China Scholarship Council ; National Basic Research 973 Program of China
PublisherASCE-AMER SOC CIVIL ENGINEERS
Citation statistics
Cited Times:31[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/18691
Collection山地灾害与地表过程重点实验室
Corresponding AuthorJiang, Yuan-Jun
Affiliation1.Grenoble Alpes Univ, CNRS, UMR 5521, Lab 3SR, F-38400 Grenoble, France
2.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Sichuan, Peoples R China
Corresponding Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
Pan, Qiujing,Jiang, Yuan-Jun,Dias, Daniel. Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion[J]. JOURNAL OF COMPUTING IN CIVIL ENGINEERING,2017,31(5):10.
APA Pan, Qiujing,Jiang, Yuan-Jun,&Dias, Daniel.(2017).Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion.JOURNAL OF COMPUTING IN CIVIL ENGINEERING,31(5),10.
MLA Pan, Qiujing,et al."Probabilistic Stability Analysis of a Three-Dimensional Rock Slope Characterized by the Hoek-Brown Failure Criterion".JOURNAL OF COMPUTING IN CIVIL ENGINEERING 31.5(2017):10.
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