Correlation of fabric tensors for granular materials using 2D DEM

被引:18
作者
Vairaktaris, Emmanouil [1 ]
Theocharis, Alexandros I. [1 ]
Dafalias, Yannis F. [1 ,2 ]
机构
[1] Natl Tech Univ Athens, Sch Appl Math & Phys Sci, Dept Mech, I Vardoulakis Lab Geomat, Zografou Campus, Athens 15780, Greece
[2] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
基金
欧洲研究理事会;
关键词
Anisotropy; DEM; Fabric; Granular materials; Scan line; MODEL; ANISOTROPY; BEHAVIOR; SOIL;
D O I
10.1007/s11440-018-0755-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Soil fabric anisotropy can be quantitatively assessed by means of fabric tensors introduced as internal variables in constitutive models and defined by unit vectors along the directions of different orientation microstructural entities such as particle long axes, inter-particle contact normal vectors and void vectors. The most common choice is a fabric tensor based on contact normal directions. However, contact normal directions are more difficult to determine experimentally, due to difficulties associated with accurate measurement of tangent contact planes. The main scope in this study is to seek for possible correlations for fabric tensors defined using different fabric entities, i.e., contact normal, void and particle orientation vector directions, and based on this correlation to suggest the two latter instead of the first one because of the easiness of their measurements. The void fabric is defined using a very recent contribution of the authors concerning a modified and a novel approach of the scan line method for the determination of appropriate void vectors by means of 2D discrete element method analysis. In this very recent work of the authors, a first qualitative correlation was detected between contact normal and void fabric for both the void fabric tensors used therein. Given that this observation concerned only one 2D test, the current work aims at presenting an extended parametric analysis on the correlation of fabric tenors for all the above-mentioned fabric entities.
引用
收藏
页码:681 / 694
页数:14
相关论文
共 28 条
[1]   Experimental micro-mechanics of granular media studied by x-ray tomography: recent results and challenges [J].
Ando, E. ;
Viggiani, G. ;
Hall, S. A. ;
Desrues, J. .
GEOTECHNIQUE LETTERS, 2013, 3 :142-146
[2]   Scaling behavior of anisotropic organic thin films grown in high vacuum [J].
Biscarini, F ;
Samori, P ;
Greco, O ;
Zamboni, R .
PHYSICAL REVIEW LETTERS, 1997, 78 (12) :2389-2392
[3]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[4]   Sand plasticity model accounting for inherent fabric anisotrophy [J].
Dafalias, YF ;
Papadimitriou, AG ;
Li, XS .
JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (11) :1319-1333
[5]   Simple plasticity sand model accounting for fabric change effects [J].
Dafalias, YF ;
Manzari, MT .
JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (06) :622-634
[6]   Relationship between void- and contact normal-based fabric tensors for 2D idealized granular materials [J].
Fu, Pengcheng ;
Dafalias, Yannis F. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2015, 63 :68-81
[7]   Fabric evolution within shear bands of granular materials and its relation to critical state theory [J].
Fu, Pengcheng ;
Dafalias, Yannis F. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2011, 35 (18) :1918-1948
[8]   A critical state sand plasticity model accounting for fabric evolution [J].
Gao, Zhiwei ;
Zhao, Jidong ;
Li, Xiang-Song ;
Dafalias, Yannis F. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (04) :370-390
[9]   Quantifying void fabric using a scan-line approach [J].
Ghedia, R. ;
O'Sullivan, C. .
COMPUTERS AND GEOTECHNICS, 2012, 41 :1-12
[10]  
Jaquet Clara, 2013, Mathematical Morphology and Its Applications to Signal and Image Processing. 11th International Symposium, ISMM 2013. Proceedings, P452, DOI 10.1007/978-3-642-38294-9_38