메뉴 건너뛰기




Volumn 13, Issue 2, 2009, Pages 187-201

Analysis of failure occurrence from direct simulations

Author keywords

Control parameter; Discrete element method; Failure; Flow rule; Second order work; Stress probes

Indexed keywords


EID: 85016707447     PISSN: 19648189     EISSN: None     Source Type: Journal    
DOI: 10.1080/19648189.2009.9693099     Document Type: Article
Times cited : (30)

References (15)
  • 1
    • 0028731098 scopus 로고
    • Numerical simulations of the incremental responses of idealized granular materials
    • n? 8
    • Bardet, J., 1994. “Numerical simulations of the incremental responses of idealized granular materials”. International Journal of Plasticity, 10:879–908. n? 8
    • (1994) International Journal of Plasticity , vol.10 , pp. 879-908
    • Bardet, J.1
  • 2
    • 1842649997 scopus 로고    scopus 로고
    • A numerical investigation of the incremental behavior of granular soils
    • Calvetti, F., Viggiani, G., and Tamagnini, C., 2003. “A numerical investigation of the incremental behavior of granular soils”. Rivista Italiana di Geotecnica, 3:11–29.
    • (2003) Rivista Italiana di Geotecnica , vol.3 , pp. 11-29
    • Calvetti, F.1    Viggiani, G.2    Tamagnini, C.3
  • 3
    • 0034295796 scopus 로고    scopus 로고
    • Strain versus stress in a model granular material: A devils staircase
    • Combe, G., and Roux, J., 2000. “Strain versus stress in a model granular material:a devils staircase”. Physical Review Letters, 85 (n° 17):3628–3631.
    • (2000) Physical Review Letters , vol.85 , Issue.17 , pp. 3628-3631
    • Combe, G.1    Roux, J.2
  • 4
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall, P., and Strack, O., 1979. “A discrete numerical model for granular assemblies”. Geotechnique, 29 (n° 1):47–65.
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.1    Strack, O.2
  • 5
    • 0034316140 scopus 로고    scopus 로고
    • Instabilities in granular materials and application to landslides
    • Darve, F., and Laouafa, F., 2000. “Instabilities in granular materials and application to landslides”. Mech. Cohes. Frict. Mater., 5 (n? 8):627–652.
    • (2000) Mech. Cohes. Frict. Mater. , vol.5 , Issue.8 , pp. 627-652
    • Darve, F.1    Laouafa, F.2
  • 6
    • 2442473755 scopus 로고    scopus 로고
    • Failure in geomaterials: Continuous and discrete analyses
    • Darve, F., Servant, G., Laouafa, F., and Khoa, H., 2004. “Failure in geomaterials:continuous and discrete analyses”. Computer Meth. Appl. Mech. Eng., 193 (n° 27–29):3057–3085.
    • (2004) Computer Meth. Appl. Mech. Eng. , vol.193 , Issue.27-29 , pp. 3057-3085
    • Darve, F.1    Servant, G.2    Laouafa, F.3    Khoa, H.4
  • 8
    • 0019260202 scopus 로고
    • A comparison of some constitutive laws for soils under radially symmetric loading and unloading
    • 2–6 April
    • Gudehus, G., 1979. “A comparison of some constitutive laws for soils under radially symmetric loading and unloading”. In Proc. 3rd Numer. Meth. in Geomechanics A. A. Balkema, Aachen 1309–1323. 2–6 April
    • (1979) Proc. 3rd Numer. Meth. in Geomechanics A. A. Balkema, Aachen , pp. 1309-1323
    • Gudehus, G.1
  • 9
    • 0031708533 scopus 로고    scopus 로고
    • An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand
    • Imposimato, S., and Nova, R., 1998. “An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand”. Mech. Cohes. Frict. Mater., 3:65–87.
    • (1998) Mech. Cohes. Frict. Mater. , vol.3 , pp. 65-87
    • Imposimato, S.1    Nova, R.2
  • 11
    • 34447094941 scopus 로고    scopus 로고
    • Bifurcation and second order-work in granular materials
    • Nicot, F., Darve, F., and Khoa, H., 2007. “Bifurcation and second order-work in granular materials”. Int. J. Numer. Anal. Meth. Geomech., 31:1007–1032.
    • (2007) Int. J. Numer. Anal. Meth. Geomech. , vol.31 , pp. 1007-1032
    • Nicot, F.1    Darve, F.2    Khoa, H.3
  • 12
    • 0000029293 scopus 로고
    • Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes
    • Nova, R., 1994. “Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes”. J. Mech. Behav. Mater., 5 (n° 2):193–201.
    • (1994) J. Mech. Behav. Mater. , vol.5 , Issue.2 , pp. 193-201
    • Nova, R.1
  • 14
    • 42149114498 scopus 로고    scopus 로고
    • From bifurcation to failure in a granular material, a DEM analysis
    • Sibille, L., Donzé, F., Nicot, F., Chareyre, B., and Darve, F., 2008. “From bifurcation to failure in a granular material, a DEM analysis”. Acta Geotechnica, 3 (n° 1):15–24.
    • (2008) Acta Geotechnica , vol.3 , Issue.1 , pp. 15-24
    • Sibille, L.1    Donzé, F.2    Nicot, F.3    Chareyre, B.4    Darve, F.5
  • 15
    • 33847763958 scopus 로고    scopus 로고
    • Material instability in granular assemblies from fundamentally different models
    • Sibille, L., Nicot, F., Donzé, F., and Darve, F., 2007. “Material instability in granular assemblies from fundamentally different models”. Int. J. Numer. Anal. Meth. Geomech., 31:457–481.
    • (2007) Int. J. Numer. Anal. Meth. Geomech. , vol.31 , pp. 457-481
    • Sibille, L.1    Nicot, F.2    Donzé, F.3    Darve, F.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.