Visualization of crushing evolution in granular materials under compression using DEM

International Journal of Geomechanics

Volumn 6, Issue 3, 2006, Pages 195-200

  Lobo Guerrero, Sebastian ^a   Vallejo, Luis E ^a   Vesga, Luis F ^a  

^a University of Pittsburgh   (United States)

Author keywords

Compression; Discrete elements; Dynamic loads; Granular materials; Laboratory tests; Static loads

Indexed keywords

COMPRESSION TESTING; COMPRESSIVE STRENGTH; DYNAMIC LOADS; FINITE DIFFERENCE METHOD; SAND;

GRANULAR CRUSHING; UNIAXIAL COMPRESSION;

GRANULAR MATERIALS;

COMPRESSION; CRUSHING; DISCRETE ELEMENT METHOD; DYNAMIC RESPONSE; GRANULAR MEDIUM; STATIC RESPONSE; VISUALIZATION;

EID: 33747180890     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2006)6:3(195)     Document Type: Article

References (24)

1. Billam, J. (1971). "Some aspects of the behavior of granular materials at high pressures." Stress-Strain Behavior of Soils: Proc., Roscoe Memorial Symp., Cambridge Univ., Cambridge, U.K., 69-80.
2. Bishop, A. W. (1966). "The strength of soils as engineering materials." GeotechniqueGTNQA80016-8505, 16, 89-130.
3. Bolton, M. D., and McDowell, G. R. (1997). "Clastic mechanics." Proc., IUTAM Symp. on Mechanics of Granular and Porous Materials,35-46.
4. Cheng, Y. P., Nakata, Y., and Bolton, M. D. (2003). "Discrete element simulation of crushable soil." GeotechniqueGTNQA80016-850510.1680/geot.53.7.633.37389, 53(7), 633-641.
5. Cundall, P. A., and Strack, O. D. L. (1979). "A discrete numerical model for granular assemblies." GeotechniqueGTNQA80016-8505, 29(1), 47-65.
6. Feda, J. (2002). "Notes on the effect of grain crushing on the granular soil behavior." Eng. Geol. (Amsterdam)EGGOAO0013-795210.1016/S0013-7952(01)00072-2, 63, 93-98.
7. Hagerty, M. M., Hite, D. R., Ulrich, C. R., and Hagerty, D. J. (1993). "One-dimensional high pressure compression of granular media." J. Geotech. Eng.JGENDZ0733-9410, 119(1), 1-18.
8. Hardin, B. O. (1985). "Crushing of soil particles." J. Geotech. Eng.JGENDZ0733-9410, 111(10), 1177-1192.
9. 2D (Particle flow code in two dimensions) version 3.0: FISH in PFC.
10. 2D (Particle flow code in two dimensions) version 3.0: Theory and background, Sections 1 and 2.
11. Jensen, R. P., Plesha, M. E., Edil, T. B., Bosscher, P. J., and Kahla, N. B. (2001). "DEM simulation of particle damage in granular media-Structure interfaces." Int. J. Geomech.ZZZZZZ1532-3641, 1(1), 21-40.
12. Lade, P. V., Yamamuro, J. A., and Bopp, P. A. (1996). "Significance of particle crushing in granular materials." J. Geotech. Eng.JGENDZ0733-941010.1061/(ASCE)0733-9410(1996)122:4(309), 122(4), 309-316.
13. Lang, R. A. (2002). "Numerical simulation of comminution in granular materials with an application to fault gouge evolution." MSc thesis, Texas A&M Univ., College Station, Tex., 1-62.
14. Lee, K. L., and Farhoomand, I. (1967). "Compressibility and crushing of granular soil in anisotropic triaxial compression." Can. Geotech. J.CGJOAH0008-3674, 4(1), 68-86.
15. Leung, C. F., Lee, F. H., and Yet, N. S. (1996). "The role of particle breakage in pile creep in sand." Can. Geotech. J.CGJOAH0008-3674, 33, 888-898.
16. McDowell, G. R., and Bolton, M. D. (1998). "On the micromechanics of crushable aggregates." GeotechniqueGTNQA80016-8505, 48(5), 667-679.
17. McDowell, G. R., and Harireche, O. (2002). "Discrete-element modeling of yielding and normal compression of sand." GeotechniqueGTNQA80016-850510.1680/geot.52.4.299.41018, 52(4), 299-304.
18. McDowell, G. R., and Khan, J. J. (2003). "Creep of granular materials." Granular MatterGRMAFE1434-5021, 5, 115-120.
19. Nakata, Y., Hyodo, M., Hyde, A. F. L., Kato, Y., and Murata, H. (2001a). "Microscopic particle crushing of sand subjected to high pressure one-dimensional compression." Soils Found.SOIFBE0038-0806, 41(1), 69-82.
20. Nakata, Y., Kato, Y., Hyodo, M., Hyde, A. F. L., and Murata, H. (2001b). "One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength." Soils Found.SOIFBE0038-0806, 41(2), 39-51.
21. Takei, M., Kusakabe, O., and Hayashi, T. (2001). "Time-dependent behavior of crushable materials in one-dimensional compression tests." Soils Found.SOIFBE0038-0806, 41(1), 97-121.
22. Terzaghi, C., and Peck, R. (1948). Soil mechanics in engineering practice, Wiley, New York, 56-61.
23. Tsoungui, O., Vallet, D., and Charmet, J. C. (1999). "Numerical model of crushing of grains inside two-dimensional granular materials." Powder Technol.POTEBX0032-591010.1016/ S0032-5910(99)00137-0, 105, 190-198.
24. Turcotte, D. L. (1986). "Fractals and fragmentation." J. Geophys. Res.JGREA20148-0227, 91(B2), 1921-1926.