IMECH-IR  > 流固耦合系统力学重点实验室
Comparisons between centrifuge and numerical modeling results for slope toppling failure
Chen ZY; Gong WJ; Ma GW; Wang J(王杰); He L; Xing YC; Xing JY; Gong, WJ (reprint author), Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China.
Source PublicationSCIENCE CHINA-TECHNOLOGICAL SCIENCES
2015-09
Volume58Issue:9Pages:1497-1508
ISSN1674-7321
AbstractThis paper presents series studies on the toppling mechanism by centrifuge tests and numerical simulations. Two different discrete element methods, i.e., the continuum-based discrete element method (CDEM) and the discontinuous deformation analysis (DDA), are adopted. The modeling results show that both the methods can accurately capture the failure modes of the centrifuge tests, including three distinct zones and two failure surfaces. Comparisons are made between the physical test and numerical simulation results. The critical inclination angle of the tilting table where the slope models are fixed on can be moderately predicted by the two methods, with different degrees of precision. The error between the test results and the simulated results is within 1% for the slope models without rock-bridges by both CDEM and DDA. However, it is amplified for the staggered-joint models that simulate the rock-bridges. With DDA, the average error is about 5%, and the maximum error is up to 17%. While with CDEM, the errors for the aligned-joint models are ranged from 1% to 6%, and it is from 10% to 29% for the staggered- joint models. The two numerical methods show the capability in simulating toppling failure of blocky rock mass with and without rock-bridges. The model with rock-bridges which provides a certain bending resistance is more stable than the one without any rock-bridge. In addition, the two failure surfaces were observed, which is different from the common understanding that only one failure surface appears.
KeywordRock Slope Model Toppling Failure Rock-bridge Centrifuge Test Continuum Based Discrete Element Method Discontinuous Deformation Analysis
DOI10.1007/s11431-015-5889-x
URL查看原文
Indexed BySCI ; EI ; CSCD
Language英语
WOS IDWOS:000360935100003
WOS KeywordDISCONTINUOUS DEFORMATION ANALYSIS ; DISCRETE ELEMENT METHOD ; ROCK SLOPES ; PROGRESSIVE FAILURE ; TESTS ; DDA
WOS Research AreaEngineering ; Materials Science
WOS SubjectEngineering, Multidisciplinary ; Materials Science, Multidisciplinary
Funding OrganizationThis work was supported by the National Basic Research Program of China ("973" Project) (Grant No. 2014CB047006).
Classification二类/Q2
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Cited Times:9[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/58424
Collection流固耦合系统力学重点实验室
Corresponding AuthorGong, WJ (reprint author), Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China.
Recommended Citation
GB/T 7714
Chen ZY,Gong WJ,Ma GW,et al. Comparisons between centrifuge and numerical modeling results for slope toppling failure[J]. SCIENCE CHINA-TECHNOLOGICAL SCIENCES,2015,58(9):1497-1508
APA Chen ZY.,Gong WJ.,Ma GW.,王杰.,He L.,...&Gong, WJ .(2015).Comparisons between centrifuge and numerical modeling results for slope toppling failure.SCIENCE CHINA-TECHNOLOGICAL SCIENCES,58(9),1497-1508.
MLA Chen ZY,et al."Comparisons between centrifuge and numerical modeling results for slope toppling failure".SCIENCE CHINA-TECHNOLOGICAL SCIENCES 58.9(2015):1497-1508.
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