메뉴 건너뛰기




Volumn 54, Issue 2, 2004, Pages 131-141

Crushing and plastic deformation of soils simulated using DEM

Author keywords

Constitutive relations; Deformation; Friction; Numerical modelling; Particle crushing crushability; Stress path

Indexed keywords

AGGLOMERATION; COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; FRICTION; PLASTIC DEFORMATION; STRESSES;

EID: 1642569556     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.2.131     Document Type: Article
Times cited : (223)

References (19)
  • 1
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 3
    • 0021788483 scopus 로고
    • A plasticity theory without Drucker's postulate, suitable for granular materials
    • Chandler, H. W. (1985). A plasticity theory without Drucker's postulate, suitable for granular materials. J. Mech. Phys. Solids 33, No. 3, 215-226.
    • (1985) J. Mech. Phys. Solids , vol.33 , Issue.3 , pp. 215-226
    • Chandler, H.W.1
  • 5
    • 0242657361 scopus 로고    scopus 로고
    • Distinct element simulation of crushable soil
    • Cheng, Y. P., Nakata, Y. & Bolton, M. D. (2003). Distinct element simulation of crushable soil. Géotechnique 53, No. 7, 633-641.
    • (2003) Géotechnique , vol.53 , Issue.7 , pp. 633-641
    • Cheng, Y.P.1    Nakata, Y.2    Bolton, M.D.3
  • 6
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T. & Coop, M. R. (1999). On the mechanics of structured sands. Géotechnique 49, No. 6, 741-760.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 7
    • 0345404102 scopus 로고    scopus 로고
    • Severn-Trent sand: A kinematic-hardening constitutive model: The q-p formulation
    • Gajo, A. & Wood, D. M. (1999). Severn-Trent sand: a kinematic-hardening constitutive model: the q-p formulation. Géotechnique 49, No. 5, 595-614.
    • (1999) Géotechnique , vol.49 , Issue.5 , pp. 595-614
    • Gajo, A.1    Wood, D.M.2
  • 8
    • 0026882897 scopus 로고
    • Some observations on the kinematic nature of soil stiffness
    • Jardine, R. J. (1992). Some observations on the kinematic nature of soil stiffness. Soils Found. 32, No. 2, 111-124.
    • (1992) Soils Found. , vol.32 , Issue.2 , pp. 111-124
    • Jardine, R.J.1
  • 9
    • 0036521762 scopus 로고    scopus 로고
    • Discrete element modelling of soil particle fracture
    • McDowell, G. R. & Harireche, O. (2002). Discrete element modelling of soil particle fracture. Géotechnique 52, No. 2, 131-135.
    • (2002) Géotechnique , vol.52 , Issue.2 , pp. 131-135
    • McDowell, G.R.1    Harireche, O.2
  • 10
    • 0032179775 scopus 로고    scopus 로고
    • On the micromechanics of crushable aggregates
    • McDowell, G. R. & Bolton, M. D. (1998). On the micromechanics of crushable aggregates. Géotechnique, 48, No. 5, pp. 667-679.
    • (1998) Géotechnique , vol.48 , Issue.5 , pp. 667-679
    • McDowell, G.R.1    Bolton, M.D.2
  • 12
    • 0018441326 scopus 로고
    • Application of an anisotropic hardening model in the analysis of elastoplastic deformation of soils
    • Mroz, Z., Norris, V. A. & Zienkiewicz, O. C. (1979). Application of an anisotropic hardening model in the analysis of elastoplastic deformation of soils. Geotechnique 29, No. 1, 1-34
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 1-34
    • Mroz, Z.1    Norris, V.A.2    Zienkiewicz, O.C.3
  • 14
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of 'wet' clay
    • (eds J. Heyman and F. A. Leckie), Cambridge. Cambridge University Press
    • Roscoe, K. H. & Burland, J. B. (1968). On the generalized stress-strain behaviour of 'wet' clay. In Engineering plasticity (eds J. Heyman and F. A. Leckie), pp. 535-609. Cambridge. Cambridge University Press.
    • (1968) Engineering Plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 16
    • 84978857333 scopus 로고
    • Yielding of clays in states wetter than critical
    • Roscoe, K. H., Schofield, A. N. & Thurairajah A. (1963). Yielding of clays in states wetter than critical. Géotechnique 13, 211-240.
    • (1963) Géotechnique , vol.13 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 17
    • 0002549112 scopus 로고
    • Theoretical meaning and observed values of deformation parameters for soil
    • Proceedings of Roscoe Memorial Symposium, Cambridge University, (ed. R. H. G. Parry)
    • Rowe, P. W. (1971) Theoretical meaning and observed values of deformation parameters for soil. In Stress-strain behaviour of soils. Proceedings of Roscoe Memorial Symposium, Cambridge University, (ed. R. H. G. Parry), pp. 143-194.
    • (1971) Stress-Strain Behaviour of Soils , pp. 143-194
    • Rowe, P.W.1
  • 19
    • 0027007903 scopus 로고
    • The yielding of Bothkennar clay
    • Smith, P. R., Jardine, R. J. & Hight, D. W. (1992) The yielding of Bothkennar clay. Géotechnique 42, No. 2, 257-274.
    • (1992) Géotechnique , vol.42 , Issue.2 , pp. 257-274
    • Smith, P.R.1    Jardine, R.J.2    Hight, D.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.