Quantification and simulation of particle kinematics and local strains in granular materials using X-ray tomography imaging and discrete-element method

Journal of Engineering Mechanics

Volumn 134, Issue 2, 2008, Pages 143-154

  Fu, Yanrong ^a   Wang, Linbing ^b   Tumay, Mehmet T ^c,d   Li, Qingbin ^e  

^a Manatee County Public Works Department   (United States)

^b State University   (United States)

^c Louisiana State University   (United States)

^d BOGAZICI UNIVERSITY   (Turkey)

^e TSINGHUA UNIVERSITY   (China)

Author keywords

Compression; Deformation; Granular materials; Radiography; Simulation; Strain; Three dimensional analysis

Indexed keywords

COMPACTION; DEFORMATION; FINITE DIFFERENCE METHOD; KINEMATICS; PARTICLES (PARTICULATE MATTER); RADIOGRAPHY; STRAIN; THREE DIMENSIONAL;

LOCAL STRAIN; PARTICLE KINEMATICS; X-RAY TOMOGRAPHY IMAGING;

GRANULAR MATERIALS;

COMPACTION; DEFORMATION; FINITE DIFFERENCE METHOD; GRANULAR MATERIALS; KINEMATICS; PARTICLES (PARTICULATE MATTER); RADIOGRAPHY; STRAIN; THREE DIMENSIONAL;

COMPUTER SIMULATION; DEFORMATION MECHANISM; DISCRETE ELEMENT METHOD; KINEMATICS; RADIOGRAPHY; TOMOGRAPHY;

EID: 38349171189     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2008)134:2(143)     Document Type: Article

References (29)

1. ReferencesBardet, J. P. (1990). "A comprehensive review of strain localization in elastoplastic soils." Comput. Geotech. ZZZZZZ0266-3524, 10, 163-188.
2. Bardet, J. P. (1991). "Orientation of shear bands in frictional soils." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(1991)117:7(1466), 117(7), 1466-1485.
3. Cundall, P. A. (1971). "A computer model for simulating progressive, large-scale movements in blocky rock systems." Proc., Symp. Int. Soc. Rock Mech., Vol. 2, No. 8.
4. Cundall, P. A., and Strack, O. D. L. (1979). "A discrete numerical model for granular assemblies." GeotechniqueGTNQA80016-8505, 29(1), 47-65.
5. Darve, F. (1996). "Liquefaction phenomena of granular materials and constitutive stability." Eng. Comput. ENCOEN0264-440110.1108/ 02644409610151539, 13(7), 5-28.
6. DeJong, J., and Frost, J. D. (2002). "Physical evidence of shear banding at granular-solid interfaces." EM 2002 (CD-ROM).
7. Evesque, P. (1993). "Relationship between dilatancy, stresses and plastic dissipation in a granular material with rigid grains." Materials Research Society Symp. Proc., Vol. 291, Materials Theory and Modeling, 473-478.
8. Fu, Y. R. (2005). "Experimental quantification and DEM simulation of micro-macro behavior of granular materials using X-ray tomography imaging." Ph.D. dissertation, Lousiana State Univ.
9. Ghaboussi, J. (1990). "Three-dimensional discrete element method for granular materials." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-906110.1002/nag.1610140702, 14(7), 451-472.
10. Itasca. (1999). PFC3D manual, Itasca Consulting Group.
11. Iwashita, K., and Oda, M. (1998). "Rolling Resistance at contacts in the simulation of shear band development by DEM." J. Eng. Mech. JENMDT0733-939910.1061/(ASCE)0733-9399(1998)124:3(285), 124(3), 285-292.
12. Jensen, R. P., Edil, T. B., Bosscher, P. J., Plesha, M. E., and Kahla, N. B. (2001). "Effect of particle shape on interface behavior of DEM-simulated granular materials." Int. J. Geomech. IJGNAI1532-364110.1061/(ASCE)1532-3641(2001)1:1(1), 1(1), 1-19.
13. Konagai, K., Tamura, C., Rangelow, P., and Matsushima, T. (1992). "Laser-aided tomography: A tool for visualization of changes in the fabric of granular assemblage." Struct. Eng./Earthquake Eng. SEEEEQ0289-8063, 9(3), 193-202.
14. Lade, P. V. (2002). "Instability, shear banding, and failure in granular materials." Int. J. Solids Struct. IJSOAD0020-768310.1016/ S0020-7683(02)00157-9, 39(13-14), 3337-3357.
15. Lin, X., and Ng, T. (1997). "A three-dimensional discrete element model using arrays of ellipsoids." Geotechnique GTNQA80016-8505, 47, 219-329.
16. Lizak, M. J., Conradi, M. K., and Fry, C. G. (1991). "NMR imaging of gas imbibed into porous ceramic." J. Magn., Res., 95, 548-557.
17. Mirghasemi, A. A. (2002). "Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles." Geotechnique GTNQA80016-850510.1680/ geot.52.3.209.41010, 52(3), 209-217.
18. Oda, M. (1997). "A Micro-deformation model for dilatancy of granular materials." Proc., Mechanics of Deformation and Flow of Particulate Materials, Chang, C., Misra, A., Liang, R. T., and Babic, M., eds., ASCE, New York, 24-37.
19. Oda, M., and Iwashita, K., eds. (1999). An introduction mechanics of granular materials, Elsevier.
20. Rice, J. R. (1980). "Note on some features of the theory of localization of deformation." Int. J. Solids Struct. IJSOAD0020-768310.1016/0020-7683(80)90019-0, 16(7), 597-605.
21. Roberts, F. L., Kandhal, P. S., and Brown, E. R. (1996). Hot mix asphalt materials, mixture design and construction, NAPA Education Foundation, Lanham, Md.
22. Rothenburg, L. (1992). "Micromechanical features of granular assemblies with planar elliptical particles." Geotechnique GTNQA80016-8505, 42, 79-95.
23. Rothenburg, L., and Bathurst, R. J. (1989), "Analytical study of induced anisotropy in idealized granular materials." Geotechnique GTNQA80016-8505, 39(4), 601-614.
24. Thornton, C. (1992). "Applications of DEM to process engineering problems." Eng. Comput. ENCOEN0264-4401, 9(2), 289-297.
25. Thornton, C., and Antony, S. J. (1998). "Applications of theoretical contact mechanics to solid particle system simulation." Micromechanics of granular materials, M. Stabe and J. T. Jenbins, eds., Elsevier, 132-142.
26. Walton, O. R., and Braun, R. I. (1993). "Simulation of rotary-drum and repose tests for frictional spheres and rigid sphere clusters." Proc., Joint DOE/NSF Workshop on Flow of Particulates and Fluids, Ithaca, N.Y.
27. Wang, L. B., Frost, J. D., and Lai, J. S. (1999). "Noninvasive strain measurement of permanent deformation resulted from rutting." TRR, No. 1687, 85-94.
28. Wang, L. B., Frost, J. D., and Lai, J. S. (2004) "Three-dimensional digital representation of granular material micro structure from X-ray tomography imaging." J. Comput. Civ. Eng. JCCEE50887-380110.1061/ (ASCE)0887-3801(2004)18:1(28), 18(1), 28-35.
29. Williams, J. R. (1991). "Superquadrics and model dynamics for discrete elements in concurrent design." Technical Rep. Order No. IESL 91-12, Intelligent Engineering Systems Laboratory, Massachusetts Institute of Technology.