IMECH-IR  > 力学所知识产出(1956-2008)
Stochastic Structural Model of Rock and Soil Aggregates by Continuum-Based Discrete Element Method
Wang YN; Zhao MH; Li SH(李世海); Wang JG; Li, SH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Source PublicationScience in China Series E-Engineering & Materials Science
2005
Volume48Issue:suppl.Pages:95-106
ISSN1006-9321
AbstractThis paper first presents a stochastic structural model to describe the random geometrical features of rock and soil aggregates. The stochastic structural model uses mixture ratio, rock size and rock shape to construct the microstructures of aggregates,and introduces two types of structural elements (block element and jointed element) and three types of material elements (rock element, soil element, and weaker jointed element)for this microstructure. Then, continuum-based discrete element method is used to study the deformation and failure mechanism of rock and soil aggregate through a series of loading tests. It is found that the stress-strain curve of rock and soil aggregates is nonlinear, and the failure is usually initialized from weaker jointed elements. Finally, some factors such as mixture ratio, rock size and rock shape are studied in detail. The numerical results are in good agreement with in situ test. Therefore, current model is effective for simulating the mechanical behaviors of rock and soil aggregates.
Subject Area力学
DOI10.1360/04zze13
Indexed BySCI ; EI
Language英语
WOS IDWOS:000234924800009
WOS Research AreaEngineering ; Materials Science
WOS SubjectEngineering, Multidisciplinary ; Materials Science, Multidisciplinary
Citation statistics
Cited Times:24[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/17010
Collection力学所知识产出(1956-2008)
Corresponding AuthorLi, SH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Recommended Citation
GB/T 7714
Wang YN,Zhao MH,Li SH,et al. Stochastic Structural Model of Rock and Soil Aggregates by Continuum-Based Discrete Element Method[J]. Science in China Series E-Engineering & Materials Science,2005,48,suppl.,:95-106.
APA Wang YN,Zhao MH,李世海,Wang JG,&Li, SH .(2005).Stochastic Structural Model of Rock and Soil Aggregates by Continuum-Based Discrete Element Method.Science in China Series E-Engineering & Materials Science,48(suppl.),95-106.
MLA Wang YN,et al."Stochastic Structural Model of Rock and Soil Aggregates by Continuum-Based Discrete Element Method".Science in China Series E-Engineering & Materials Science 48.suppl.(2005):95-106.
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