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Volumn 131, Issue 7, 2005, Pages 689-698

Dynamic spar elements and discrete element methods in two dimensions for the modeling of soil-inclusion problems

Author keywords

Anchorage; Composite structures; Discrete elements; Geosynthetics; Granular materials; Interfaces; Soils

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); COMPUTER SIMULATION; DYNAMIC PROGRAMMING; FINITE DIFFERENCE METHOD; GEOSYNTHETIC MATERIALS; INCLUSIONS; INTERFACES (MATERIALS); MATHEMATICAL MODELS;

EID: 23044481741     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2005)131:7(689)     Document Type: Article
Times cited : (68)

References (9)
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    • Chareyre, B., Briancon, L., and Villard, P. (2002). "Theoretical versus experimental modeling of the anchorage capacity of geotextiles in trenches." Geosynthet. Int., 9(2), 97-123.
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    • Chareyre, B.1    Briancon, L.2    Villard, P.3
  • 2
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    • "Discrete element modeling of curved geosynthetic anchorages with known macro-properties"
    • Gelsenkirchen, Germany
    • Chareyre, B., and Villard, P. (2002). "Discrete element modeling of curved geosynthetic anchorages with known macro-properties." Proc., First Int. PFC Symposium, Gelsenkirchen, Germany, 197-203.
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    • Chareyre, B.1    Villard, P.2
  • 4
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    • "A discrete numerical model for granular assemblies"
    • Cundall, P. A., and Strack, O. D. L. (1979). "A discrete numerical model for granular assemblies." Geotechnique, 29(1), 47-65.
    • (1979) Geotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 5
    • 0024035089 scopus 로고
    • "Formulation of a three-dimensional distinct element model. II: Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks"
    • Hart, R., Cundall, P. A., and Lemos, J. (1988). "Formulation of a three-dimensional distinct element model. II: Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks." Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 25(3), 117-125.
    • (1988) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.25 , Issue.3 , pp. 117-125
    • Hart, R.1    Cundall, P.A.2    Lemos, J.3
  • 6
    • 84857516432 scopus 로고    scopus 로고
    • "Modeling of reinforced concrete structures subjected to impacts by the discrete element method"
    • EM2003, ASCE, Reston, Va
    • Hentz, S., Daudeville, L., and Donze, F. (2003). "Modeling of reinforced concrete structures subjected to impacts by the discrete element method." Proc., 16th Engineering Mechanics Conf., EM2003, ASCE, Reston, Va.
    • (2003) Proc., 16th Engineering Mechanics Conf.
    • Hentz, S.1    Daudeville, L.2    Donze, F.3
  • 7
    • 0032481551 scopus 로고    scopus 로고
    • "A combined finite/discrete element algorithm for delamination analysis of composites"
    • Mohammadi, S., Owen, D. R. J., and Peric, D. (1998). "A combined finite/ discrete element algorithm for delamination analysis of composites." Elem. Anal. Design, 28(4), 321-336.
    • (1998) Finite Elem. Anal. Design , vol.28 , Issue.4 , pp. 321-336
    • Mohammadi, S.1    Owen, D.R.J.2    Peric, D.3
  • 8
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    • PFC2D user manual; release 1.10. (1997). Itasca Consulting Group, Inc., Minneapolis.
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  • 9
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    • "Modeling of reinforced soil in finite element analysis"
    • Keynote lecture, J. P. Gourc and P. Delmas, eds., Nice, France
    • Villard, P., Kotake, N., and Otani, J. (2002). "Modeling of reinforced soil in finite element analysis." Keynote lecture, Proc., 7th Int. Conf. on Geosynthetics, J. P. Gourc and P. Delmas, eds., Nice, France, 39-95.
    • (2002) Proc., 7th Int. Conf. on Geosynthetics , pp. 39-95
    • Villard, P.1    Kotake, N.2    Otani, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.