1 |
Lade, P. V., Yamamuro, J. A. and Bopp, P. A. (1996), "Significance of particle crushing in granular materials", J. Geotech. Eng., Vol.122, No.4, pp.309-316
DOI
|
2 |
Masson, S. and Martinez, J. (2001), "Micromechanical analysis of the shear behaviour of a granular material", ASCE J. Eng. Mech., Vol.127, No.10, pp.1007-1016
DOI
ScienceOn
|
3 |
O’Sullivan, C., Cui, L. and Bray, J. D. (2004), "Three-dimensional discrete element simulations of direct shear tests", Numerical Modeling in Micromechanics via Particle Methods, London, pp. 373-382
|
4 |
Power, M. C. (1953), "A new roundness scale for sedimentary particles", J. Sediment. Petrol., Vol.23, No.2, pp.117-119
|
5 |
Cheng, Y. P., Nakata, Y. and Bolton, M. D. (2003), "Discrete element simulation of crushable soil', Geotechnique, 53(7), pp.633-641
DOI
ScienceOn
|
6 |
Feda, J. (2002), "Notes on the effect of grain crushing on the granular soil behavior", Engineering Geology, Vol.63, pp.93-98
DOI
ScienceOn
|
7 |
Jensen, R. P., Bosscher, P.J., Plesha, M. E. and Edil, T.B. (1999), "DEM simulation of granular media-structure interface: effects of surface roughness and particle shape", International Journal for Numerical and Analytical Methods in Geomechnics, Vol.23, pp. 531-547
DOI
ScienceOn
|
8 |
조남각, 유충식, 이대영 (2008), "개별요소법을 이용한 쇄석재료 의 직접전단시험 모델링", 한국지반공학회논문집, Vol.24, No.1, pp.15-23
|
9 |
Lobo-Guerrero, S. and Vallejo, L. E. (2005), "Discrete element method evaluation of granular crushing under direct shear test conditions", J. Geotech. and Geoenvir. Eng., Vol.131, pp.1295-1300
DOI
ScienceOn
|
10 |
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., 1(1), pp.21–40
DOI
|
11 |
Barret, P. J. (1980), "The shape of rock particles, a critical review", Sedimentology, Vol.27, pp.291-303
DOI
|
12 |
Matsushima, T., Saomoto, H., Matsumoto, M., Toda, K. and Yamada, Y. (2003), "Discrete element simulaton of an assembly of irregularly-shaped grains: Quantitative comparison with experiments'" 16th ASCE Eng. Mech. Conference, Univ. of Washington, Seattle, 16-18 July 2003
|
13 |
Bolton, M. D. (1986), "The strength and dilatancy of sands", Geotechnique, Vol.36, No.1, pp.65-78
DOI
ScienceOn
|
14 |
Lee, K. L. fand Farhoomand, I. (1967), "Compressibility and crushing of granular soil in anisotropic triaxial compression', Can. Geotech. J., Vol.4, No.1, pp.68-86
DOI
|
15 |
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., Vol.119, No.1, pp.1-18
DOI
|
16 |
Hainbuchner, E., Ptthoff, S., Konietzky, H. and te Kamp, L. (2003), "Particle based modeling of shear box tests and stability problems for shallow foundations in sand", Numerical Modeling in Micromechanics via Particle Methods, Lisse, pp.151-156
|
17 |
Kumbein, W. C. and Sloss, L. L. (1963), Stratigraphy and sedimentation, 2nd Ed., Freeman and Company, San Francisco
|
18 |
McDowell, G. R. and Harireche, O. (2002), "Discrete element modelling of yielding and normal compression of sand", Geotechnique, 52(4), pp.299-304
DOI
ScienceOn
|
19 |
Zhang, L. and Thornton, C. (2007), "A numerical examination of the direct shear test', GTEX>$\'{e}$otechnique, Vol.57, No.4, pp.343-354
|
20 |
Liu, S. H. (2006), "Simulating a direct shear box test by DEM", Canadian Geotechnical Journal, Vol.43, pp.155-168
DOI
ScienceOn
|
21 |
Cundall, P. A. and Strack, O. D. L. (1979), "A discrete numerical model for granular assemblies", Geotechnique, Vol.29, No.1, pp.47-65
DOI
ScienceOn
|
22 |
Itasca Consulting Group, Inc. (2004), "Particle Flow Code in 2dimensions, Ver. 3.10, User’s manual", Minneapolis, Itasca
|
23 |
Wadell, H. (1932), "Volume, Shape, and roundness of rock particle", J. Geol., Vol.40, No.3, pp.443-451
DOI
|
24 |
Krumbein, W. C. (1941), "Measurement and geological significance of shape and roundness of sedimentary particle", J. Sediment. Petrol., Vol.11, No.2, pp.64-72
DOI
|