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Volumn 130, Issue 4, 2004, Pages 503-509

Discrete-element method investigation of the resilient behavior of granular materials

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; GRANULAR MATERIALS; PAVEMENTS; STRESS ANALYSIS;

EID: 3242731433     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2004)130:4(503)     Document Type: Article
Times cited : (42)

References (28)
  • 1
    • 0004048525 scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). Washington, D.C
    • American Association of State Highway and Transportation Officials (AASHTO). (1986). Guide for design of pavement structures, Washington, D.C.
    • (1986) Guide for Design of Pavement Structures
  • 2
    • 3242705653 scopus 로고
    • Resilient modulus of unbound granular base/ subbase materials and subgrade soils
    • American Association of State Highway and Transportation Officials (AASHTO). Washington, D.C
    • American Association of State Highway and Transportation Officials (AASHTO). (1992). "Resilient modulus of unbound granular base/ subbase materials and subgrade soils." SHRP Protocol P46: AASHTO Standard Test Designation T-294-92, Washington, D.C.
    • (1992) SHRP Protocol P46: AASHTO Standard Test Designation T-294-92
  • 3
    • 0004048514 scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). Washington, D.C
    • American Association of State Highway and Transportation Officials (AASHTO). (1993). AASHTO guide for design of pavement structures 1993, Washington, D.C.
    • (1993) AASHTO Guide for Design of Pavement Structures 1993
  • 4
    • 11744368065 scopus 로고
    • A data base method for backcalculation of composite pavement layer moduli
    • A. J. Bush III and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa
    • Anderson, M. (1989). "A data base method for backcalculation of composite pavement layer moduli." Nondestructive testing of pavements and backcalculation of moduli, A. J. Bush III and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa., 452-467.
    • (1989) Nondestructive Testing of Pavements and Backcalculation of Moduli , pp. 452-467
    • Anderson, M.1
  • 5
    • 0026359415 scopus 로고
    • A numerical investigation of the structure of persistent shear bands in granular media
    • Bardet, J. P., and Proubet, J. A. (1991). "A numerical investigation of the structure of persistent shear bands in granular media." Geotechnique, 41(4), 599-613.
    • (1991) Geotechnique , vol.41 , Issue.4 , pp. 599-613
    • Bardet, J.P.1    Proubet, J.A.2
  • 6
    • 0016080923 scopus 로고
    • Repeated load testing of a granular material
    • Brown, S. F. (1974). "Repeated load testing of a granular material." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 100(7), 825-841.
    • (1974) J. Geotech. Eng. Div., Am. Soc. Civ. Eng. , vol.100 , Issue.7 , pp. 825-841
    • Brown, S.F.1
  • 7
    • 0004448325 scopus 로고
    • The design of pavement and rail track foundations
    • M. P. O'Reilly and S. F. Brown, eds., Blackie and Son, Glasgow, U.K
    • Brown, S. F., and Selig, E. T. (1991). "The design of pavement and rail track foundations." Cyclic loading of soils: from theory to design, M. P. O'Reilly and S. F. Brown, eds., Blackie and Son, Glasgow, U.K., 249-305.
    • (1991) Cyclic Loading of Soils: From Theory to Design , pp. 249-305
    • Brown, S.F.1    Selig, E.T.2
  • 11
    • 0013214954 scopus 로고
    • The distinct element method as a tool for research in granular media
    • National Science Foundation, Arlington, Va
    • Cundall, P. A., and Strack, O. D. L. (1978). "The distinct element method as a tool for research in granular media." Rep. Concerning NSF Grant ENG76-20711, Part I, National Science Foundation, Arlington, Va.
    • (1978) Rep. Concerning NSF Grant ENG76-20711 , Issue.PART 1
    • Cundall, P.A.1    Strack, O.D.L.2
  • 12
    • 0013214954 scopus 로고
    • The distinct element method as a tool for research in granular media
    • National Science Foundation, Arlington, Va
    • Cundall, P. A., and Strack, O. D. L. (1979). "The distinct element method as a tool for research in granular media." Rep. Concerning NSF Grant ENG76-20711, Part II, National Science Foundation, Arlington, Va.
    • (1979) Rep. Concerning NSF Grant ENG76-20711 , Issue.PART 2
    • Cundall, P.A.1    Strack, O.D.L.2
  • 13
    • 0039691778 scopus 로고    scopus 로고
    • Mechanical characteristics of unbound granular materials as a function of condition
    • A. G. Correia, ed., Balkema, Rotterdam, The Netherlands
    • Dawson, A. R., Thom, N. H., and Paute, J. L. (1996). "Mechanical characteristics of unbound granular materials as a function of condition." Flexible Pavements: Proc., European Symp. Euroflex. 199, A. G. Correia, ed., Balkema, Rotterdam, The Netherlands, 35-44.
    • (1996) Flexible Pavements: Proc., European Symp. Euroflex. 199 , pp. 35-44
    • Dawson, A.R.1    Thom, N.H.2    Paute, J.L.3
  • 16
    • 0015204139 scopus 로고
    • Factors influencing the resilient properties of granular materials
    • Highway Research Board, Washington. D.C
    • Hicks, R. G., and Monismith, C. L. (1971). "Factors influencing the resilient properties of granular materials." Highway Research Record 345, Highway Research Board, Washington. D.C., 15-31.
    • (1971) Highway Research Record 345 , pp. 15-31
    • Hicks, R.G.1    Monismith, C.L.2
  • 17
    • 0033706051 scopus 로고    scopus 로고
    • State of the art. I: Resilient response of unbound aggregates
    • LeKarp, F., Isacsson, U., and Dawson, A. (2000). "State of the art. I: Resilient response of unbound aggregates." J. Transp. Eng., 126(1), 66-75.
    • (2000) J. Transp. Eng. , vol.126 , Issue.1 , pp. 66-75
    • LeKarp, F.1    Isacsson, U.2    Dawson, A.3
  • 18
    • 85166360506 scopus 로고
    • A performance comparison of selected backcalculation computer programs
    • A. J. Bush III and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa
    • Mahoney, J. P., Coetzee, N. F., Stubstad, R. N., and Lee, S. W. (1989). "A performance comparison of selected backcalculation computer programs. "Nondestructive testing of pavements and backcalculation of moduli. A. J. Bush III and G. Y. Baladi, eds., ASTM, West Conshohocken, Pa., 452-467.
    • (1989) Nondestructive Testing of Pavements and Backcalculation of Moduli , pp. 452-467
    • Mahoney, J.P.1    Coetzee, N.F.2    Stubstad, R.N.3    Lee, S.W.4
  • 21
    • 0040877861 scopus 로고
    • Comprehensive evaluation of laboratory resilient moduli results for granular material
    • Transportation Research Board. Washington, D.C
    • Rada, G., and Witczak, M. W. (1981). "Comprehensive evaluation of laboratory resilient moduli results for granular material." Transportation Research Record 810. Transportation Research Board. Washington, D.C., 23-33.
    • (1981) Transportation Research Record 810 , pp. 23-33
    • Rada, G.1    Witczak, M.W.2
  • 22
    • 0039691776 scopus 로고
    • Measurement of the elastic properties of granular materials using a resonance method
    • Transport Road Research Laboratory, Crowthorne, U.K
    • Robinson, R. G. (1974). "Measurement of the elastic properties of granular materials using a resonance method." TRRL Supplementary Rep. No. IIIUC, Transport Road Research Laboratory, Crowthorne, U.K.
    • (1974) TRRL Supplementary Rep. No. IIIUC
    • Robinson, R.G.1
  • 24
    • 0003684274 scopus 로고
    • PhD thesis, University of Delft, Delft, The Netherlands
    • Sweere, G. T. H. (1990). "Unbound granular basis for roads." PhD thesis, University of Delft, Delft, The Netherlands.
    • (1990) Unbound Granular Basis for Roads
    • Sweere, G.T.H.1
  • 25
    • 0004444117 scopus 로고
    • The effect of grading and density on the mechanical properties of a crushed dolomite limestone
    • ARRB Transportation Research, Canberra, Australia
    • Thom, N. H., and Brown, S. F. (1988). "The effect of grading and density on the mechanical properties of a crushed dolomite limestone." Proc., 14th ARRB Conf., ARRB Transportation Research, Canberra, Australia. 14(7), 94-10.
    • (1988) Proc., 14th ARRB Conf. , vol.14 , Issue.7 , pp. 94-110
    • Thom, N.H.1    Brown, S.F.2
  • 26
    • 0020226578 scopus 로고
    • Explicit particle dynamics model for granular materials
    • Edmonton, Canada, Z. Eisenstein. ed., Balkema, Rotterdam, The Netherlands
    • Walton, O. R. (1982). "Explicit particle dynamics model for granular materials." Proc., 4th Int. Conf. on Numerical Methods in Geomechanics, Edmonton, Canada, Z. Eisenstein. ed., Balkema, Rotterdam, The Netherlands, 1261-1268.
    • (1982) Proc., 4th Int. Conf. on Numerical Methods in Geomechanics , pp. 1261-1268
    • Walton, O.R.1
  • 28
    • 0028538504 scopus 로고
    • Resilient moduli of granular materials
    • Zaman, M., Chen, D., and Laguros, J. (1994). "Resilient moduli of granular materials." J. Transp. Eng., 120(6), 967-988.
    • (1994) J. Transp. Eng. , vol.120 , Issue.6 , pp. 967-988
    • Zaman, M.1    Chen, D.2    Laguros, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.