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Volumn 7, Issue 1, 2006, Pages 71-86

Damage evaluation in simple shear tests with and without stress reversal of asphalt concrete

Author keywords

Asphalt concrete; Damage; Simple shear; Stress reversal; Visco elasticity

Indexed keywords

DAMAGE; DAMAGE EVALUATION; DYNAMIC SHEAR MODULUS; MATERIAL RESPONSE; SIMPLE SHEAR; SIMPLE SHEAR TEST; STRESS CONDITION; STRESS REVERSAL;

EID: 33845599182     PISSN: 14680629     EISSN: None     Source Type: Journal    
DOI: 10.3166/rmpd.7.71-86     Document Type: Article
Times cited : (6)

References (14)
  • 1
    • 84876643625 scopus 로고    scopus 로고
    • AASHTO, Designation: TP7-94, 1995, p. 305-326
    • AASHTO, Designation: TP7-94, 1995, p. 305-326.
  • 2
    • 0017978845 scopus 로고
    • A cyclic simple shear apparatus for dry granular materials
    • GTJODJ
    • Ansell P., Brown S.F., "A Cyclic Simple Shear Apparatus for Dry Granular Materials", Geotechnical Testing Journal, GTJODJ, 1978, Vol. 1, No. 2, p. 82-92.
    • (1978) Geotechnical Testing Journal , vol.1 , Issue.2 , pp. 82-92
    • Ansell, P.1    Brown, S.F.2
  • 4
    • 0032157012 scopus 로고    scopus 로고
    • A three dimensional viscoelastic constitutive model for particulate composites with growing damage and its experimental validation
    • Ha K., Schapery R.A., "A three dimensional viscoelastic constitutive model for particulate composites with growing damage and its experimental validation", Int. J. Solids Structures, 1998, Vol. 35, No. 26-27, p. 3497-3517.
    • (1998) Int. J. Solids Structures , vol.35 , Issue.26-27 , pp. 3497-3517
    • Ha, K.1    Schapery, R.A.2
  • 6
    • 84876625162 scopus 로고    scopus 로고
    • Maple 7, release 7, version 7, Waterloo Maple Inc., 2001
    • Maple 7, release 7, version 7, Waterloo Maple Inc., 2001.
  • 8
    • 85008824314 scopus 로고    scopus 로고
    • Anisotropy of field-compacted asphalt concrete material
    • Submitted to American Society for Testing and Materials
    • Motola Y., Uzan J., "Anisotropy of field-compacted asphalt concrete material", Submitted to American Society for Testing and Materials, Journal of Testing and Evaluation, 2005.
    • (2005) Journal of Testing and Evaluation
    • Motola, Y.1    Uzan, J.2
  • 10
    • 0004095723 scopus 로고
    • Sensitivity of strategic highway research program A-003A testing equipment to mix design parameters for permanent deformation and fatigue
    • Transportation Research Record 1384
    • Sousa J.B., Tayebali A., Harvey J., Hendricks P., Monismith, C.L., "Sensitivity of Strategic Highway Research Program A-003A Testing Equipment to Mix Design Parameters for Permanent Deformation and Fatigue", Transportation Research Board, Transportation Research Record 1384, 1993, p. 69-79.
    • (1993) Transportation Research Board , pp. 69-79
    • Sousa, J.B.1    Tayebali, A.2    Harvey, J.3    Hendricks, P.4    Monismith, C.L.5
  • 11
    • 0030349069 scopus 로고    scopus 로고
    • Asphalt concrete characterization for pavement performance prediction
    • Uzan J., "Asphalt Concrete Characterization for Pavement Performance Prediction", Journal of the Association of Asphalt Pavement Technologists, Vol. 65, 1996, p. 573-607.
    • (1996) Journal of the Association of Asphalt Pavement Technologists , vol.65 , pp. 573-607
    • Uzan, J.1
  • 12
    • 0346907278 scopus 로고    scopus 로고
    • Characterization of asphalt concrete materials for permanent deformation
    • Uzan J., "Characterization of asphalt concrete materials for permanent deformation", International Journal of Pavement Engineering, Vol. 4, No. 2, 2003a, p. 77-86.
    • (2003) International Journal of Pavement Engineering , vol.4 , Issue.2 , pp. 77-86
    • Uzan, J.1
  • 14
    • 26444450019 scopus 로고    scopus 로고
    • A viscoelastic - Viscoplastic model with damage for asphalt concrete
    • submitted for publication to
    • Uzan J., "A Viscoelastic - Viscoplastic Model with Damage for Asphalt Concrete", submitted for publication to ASCE Journal of Materials in Civil Engineering, 2005.
    • (2005) ASCE Journal of Materials in Civil Engineering
    • Uzan, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.