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Volumn 125, Issue 2, 1999, Pages 108-113

Granular material characterization for mechanistic pavement design

Author keywords

[No Author keywords available]

Indexed keywords

AGGREGATES; DEFORMATION; GRANULAR MATERIALS; MATERIALS TESTING; MATHEMATICAL MODELS; ROADBUILDING MATERIALS; STRESS ANALYSIS; STRUCTURAL DESIGN;

EID: 0033101702     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1999)125:2(108)     Document Type: Article
Times cited : (22)

References (17)
  • 2
    • 0346718700 scopus 로고
    • Standard method of test for resilient modulus of subgrade soils and untreated base/subbase materials
    • AASHTO, Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1991). "Standard method of test for resilient modulus of subgrade soils and untreated base/subbase materials." AASHTO Designation T 292-91, AASHTO, Washington, D.C.
    • (1991) AASHTO Designation T 292-91
  • 3
    • 85034120440 scopus 로고
    • Standard method of test for resilient modulus of unbound granular base/subbase materials and subgrade soils - SHRP protocol P46
    • AASHTO, Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO) (1994). "Standard method of test for resilient modulus of unbound granular base/subbase materials and subgrade soils - SHRP protocol P46." AASHTO Designation T 294-94, AASHTO, Washington, D.C.
    • (1994) AASHTO Designation T 294-94
  • 5
    • 0019656094 scopus 로고
    • Analysis of pavements with granular bases
    • Transportation Research Board, National Academy Press, Washington, D.C.
    • Brown, S. F., and Pappin, J. W. (1981). "Analysis of pavements with granular bases." Transp. Res. Rec. Rep. No. 810, Transportation Research Board, National Academy Press, Washington, D.C. 17-23.
    • (1981) Transp. Res. Rec. Rep. No. 810 , vol.810 , pp. 17-23
    • Brown, S.F.1    Pappin, J.W.2
  • 6
    • 0040128002 scopus 로고
    • Modeling stress and strain states in pavement structures incorporating thick granular layers
    • Final Rep., U.S. Air Force, Tyndall Air Force Base, Fla.
    • Crockford, W. W., Bendana, L. J., Yang, W. S., Rhee, S. K., and Senadheera, S. P. (1990). "Modeling stress and strain states in pavement structures incorporating thick granular layers." ESL-TR-89-63, Final Rep., U.S. Air Force, Tyndall Air Force Base, Fla.
    • (1990) ESL-TR-89-63
    • Crockford, W.W.1    Bendana, L.J.2    Yang, W.S.3    Rhee, S.K.4    Senadheera, S.P.5
  • 8
    • 31744434751 scopus 로고
    • Factors influencing the resilient response of granular materials
    • Highway Research Board, National Academy of Sciences, National Research Council, Washington, D.C.
    • Hicks, R. G., and Monismith, C. L. (1971). "Factors influencing the resilient response of granular materials." Hwy. Res. Rec. Rep. No. 345, Highway Research Board, National Academy of Sciences, National Research Council, Washington, D.C. 31-51.
    • (1971) Hwy. Res. Rec. Rep. No. 345 , vol.345 , pp. 31-51
    • Hicks, R.G.1    Monismith, C.L.2
  • 11
    • 0003741936 scopus 로고
    • Development and validation of performance prediction models and specifications for asphalt binders and paving mixes
    • National Research Council, Washington D.C.
    • Lytton, R. L., Uzan, J., Fernando, E. M., Roque, R., Hiltumen, D., and Stoffels, S. M. (1993). "Development and validation of performance prediction models and specifications for asphalt binders and paving mixes." SHRP A-357 Rep. No., National Research Council, Washington D.C.
    • (1993) SHRP A-357 Rep. No.
    • Lytton, R.L.1    Uzan, J.2    Fernando, E.M.3    Roque, R.4    Hiltumen, D.5    Stoffels, S.M.6
  • 12
    • 0019654928 scopus 로고
    • Effective granular modulus to model pavement responses
    • Transportation Research Board, National Academy Press, Washington, D.C.
    • May, R. W., and Witczak, M. W. (1981). "Effective granular modulus to model pavement responses." Transp. Res. Rec. Rep. No. 810, Transportation Research Board, National Academy Press, Washington, D.C., 1-9.
    • (1981) Transp. Res. Rec. Rep. No. 810 , vol.810 , pp. 1-9
    • May, R.W.1    Witczak, M.W.2
  • 13
    • 0004080397 scopus 로고
    • Resilient modulus of granular materials under repeated loading
    • International Society for Asphalt Pavements, Austin, Tex.
    • Nataatmadja, A. (1992). "Resilient modulus of granular materials under repeated loading." Proc., 7th Int. Conf. on Asphalt Pavements, Vol. 1, International Society for Asphalt Pavements, Austin, Tex., 172-185.
    • (1992) Proc., 7th Int. Conf. on Asphalt Pavements , vol.1 , pp. 172-185
    • Nataatmadja, A.1
  • 14
    • 0040721970 scopus 로고
    • Laboratory compaction of pavement materials by vibration
    • Association Amicale des Ingenieurs Ancien Eleves de l'ENPC, Paris
    • Shklarsky, E. (1980). "Laboratory compaction of pavement materials by vibration." Int. Conf. on Compaction, Vol. II, Association Amicale des Ingenieurs Ancien Eleves de l'ENPC, Paris, 469-474.
    • (1980) Int. Conf. on Compaction , vol.2 , pp. 469-474
    • Shklarsky, E.1
  • 15
    • 0040128006 scopus 로고
    • Granular material characterization
    • Transportation Research Board, National Academy Press, Washington, D.C.
    • Uzan, J. (1985). "Granular material characterization." Transp. Res. Rec. Rep. No. 1022, Transportation Research Board, National Academy Press, Washington, D.C., 52-59.
    • (1985) Transp. Res. Rec. Rep. No. 1022 , vol.1022 , pp. 52-59
    • Uzan, J.1
  • 16
    • 0007478334 scopus 로고
    • Development and validation of realistic pavement response modes
    • International Society for Asphalt Pavements, Austin, Tex.
    • Uzan, J., Witczak, M. W., Scullion, T., and Lytton, R. L. (1992). "Development and validation of realistic pavement response modes." Proc., 7th Int. Conf. on Asphalt Pavements, Vol. 1, International Society for Asphalt Pavements, Austin, Tex., 334-350.
    • (1992) Proc., 7th Int. Conf. on Asphalt Pavements , vol.1 , pp. 334-350
    • Uzan, J.1    Witczak, M.W.2    Scullion, T.3    Lytton, R.L.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.