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Volumn 286, Issue , 2000, Pages 51-72

Advanced characterization of granular materials for mechanistic based pavement design

Author keywords

Aggregates; Anisotropy; Granular materials; Pavement design

Indexed keywords

COMPRESSION TESTS; DYNAMIC LOADINGS; DYNAMIC STRESS; FIELD CONDITIONS; FLEXIBLE PAVEMENTS; MATERIAL PROPERTY; MECHANISTIC ANALYSIS; NONLINEAR STRESS; PAVEMENT DESIGN; PAVEMENT RESPONSE; RESILIENT MODULUS; SELECTION PROCESS; STRESS HISTORY; STRESS PATHS; STRESS STATE; STRESS-INDUCED; TRIAXIAL TESTING; UNIVERSITY OF ILLINOIS;

EID: 78649399895     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40509(286)4     Document Type: Conference Paper
Times cited : (2)

References (13)
  • 1
    • 0343187346 scopus 로고
    • Resilient Modulus of Unbound Granular Base/Subbase Materials and Subgrade Soils - SHRP Protocol P46
    • AASHTO T294-94 Seventeenth Edition, American Association of State Highway and Transportation Officials, Washington D.C.
    • AASHTO T294-94 (1995). Resilient Modulus of Unbound Granular Base/Subbase Materials and Subgrade Soils - SHRP Protocol P46. Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Seventeenth Edition, American Association of State Highway and Transportation Officials, Washington D.C.
    • (1995) Standard Specifications for Transportation Materials and Methods of Sampling and Testing
  • 3
    • 0020115464 scopus 로고
    • Stresses and Displacements in Cross-Anisotropic Soils
    • ASCE, April
    • Gazetas, G. (1982). Stresses and Displacements in Cross-Anisotropic Soils. Journal of Geotechnical Engineering, ASCE, Vol. 108, No. GT4, April, pp. 532-553.
    • (1982) Journal of Geotechnical Engineering , vol.108 , Issue.GT4 , pp. 532-553
    • Gazetas, G.1
  • 4
    • 0020642586 scopus 로고
    • ANISOTROPIC ELASTICITY of a NATURAL CLAY
    • Graham, J. and G.T. Houlsby (1983). Anisotropic Elasticity of A Natural Clay. Geotechnique, Vol. 33, No. 2, pp. 165-180. (Pubitemid 13562565)
    • (1983) Geotechnique , vol.33 , Issue.2 , pp. 165-180
    • Graham, J.1    Houlsby, G.T.2
  • 5
    • 0015204139 scopus 로고
    • Factors Influencing the Resilient Properties of Granular Material
    • TRB, National Research Council, Washington D.C.
    • Hicks, R.G. and C.L. Monismith. (1971). Factors Influencing the Resilient Properties of Granular Material. In Transportation Research Record 345, TRB, National Research Council, Washington D.C., pp. 15-31.
    • (1971) Transportation Research Record 345 , pp. 15-31
    • Hicks, R.G.1    Monismith, C.L.2
  • 6
    • 0031208879 scopus 로고    scopus 로고
    • Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel
    • Jiang, G.-L., Tatsuoka, F., Flora, A., and Koseki, J. (1997). Inherent and Stress-State-Induced Anisotropy in Very Small Strain Stiffness of A Sandy Gravel. Geotechnique, Vol. 47, No. 3, pp. 509-521. (Pubitemid 127603042)
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 509-521
    • Jiang, G.-L.1    Tatsuoka, F.2    Flora, A.3    Koseki, J.4
  • 7
    • 0025389568 scopus 로고
    • Response of Granular Soil along Constant Stress Increment Ratio Path
    • ASCE
    • Lo, S-C.R. and I.K. Lee (1990). Response of Granular Soil along Constant Stress Increment Ratio Path. Journal of Geotechnical Engineering, ASCE, Vol. 116, No. 3, pp. 355-376.
    • (1990) Journal of Geotechnical Engineering , vol.116 , Issue.3 , pp. 355-376
    • Lo, S.-C.R.1    Lee, I.K.2
  • 8
    • 0003579532 scopus 로고
    • Ph.D. Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, September
    • Tutumluer, E. (1995). Predicting Behavior of Flexible Pavements with Granular Bases. Ph.D. Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, September.
    • (1995) Predicting Behavior of Flexible Pavements with Granular Bases
    • Tutumluer, E.1
  • 9
    • 0001846583 scopus 로고    scopus 로고
    • Anisotropic Modeling of Granular Bases in Flexible Pavements
    • TRB, National Research Council, Washington D.C.
    • Tutumluer, E. and M.R. Thompson (1997a). Anisotropic Modeling of Granular Bases in Flexible Pavements. In Transportation Research Record 1577, TRB, National Research Council, Washington D.C., pp. 18-26.
    • (1997) Transportation Research Record 1577 , pp. 18-26
    • Tutumluer, E.1    Thompson, M.R.2
  • 12
    • 0033315305 scopus 로고    scopus 로고
    • Laboratory determination of anisotropic aggregate resilient moduli using an innovative test device
    • Tutumluer, E. and U. Seyhan (1999b). Laboratory Determination of Anisotropic Aggregate Resilient Moduli Using A New Innovative Test Device. In Transportation Research Record 1687, Journal of the Transportation Research Board, National Research Council, Washington, D.C., pp. 13-21. (Pubitemid 30560502)
    • (1999) Transportation Research Record , Issue.1687 , pp. 13-21
    • Tutumluer, E.1    Seyhan, U.2
  • 13
    • 0021898932 scopus 로고
    • Characterization of Granular Materials
    • TRB, National Research Council, Washington D.C., 1985
    • Uzan, J. (1985). Characterization of Granular Materials. In Transportation Research Record 1022, TRB, National Research Council, Washington D.C., 1985, pp. 25-59.
    • (1985) Transportation Research Record 1022 , pp. 25-59
    • Uzan, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.