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Volumn , Issue 1896, 2004, Pages 96-106

Fatigue cracking mechanisms in asphalt pavements with viscoelastic continuum damage finite-element program

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SOFTWARE; CONTINUUM MECHANICS; CRACK PROPAGATION; CRACKS; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; LOADS (FORCES); MATHEMATICAL MODELS; STIFFNESS; STRAIN; TENSILE STRESS; THICKNESS MEASUREMENT; VISCOELASTICITY;

EID: 17444394002     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1896-10     Document Type: Conference Paper
Times cited : (29)

References (20)
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  • 3
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    • Analysis and implementation of resilient modulus models for granular solids
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    • Santha, B.L.1
  • 13
    • 0002501375 scopus 로고
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    • TRB, National Research Council, Washington, D.C.
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    • (1993) Transportation Research Record , vol.1410 , pp. 107-114
    • Sebaaly, P.E.1    Tabatabaee, N.2
  • 14
    • 5244311106 scopus 로고    scopus 로고
    • Linear tracking response measurements: Determining effects of wheel-load configurations
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    • Groenendijk, J., C. H. Vogelzang, A. A. A. Molenaar, B. R. Mante, and L. J. M. Dohmen. Linear Tracking Response Measurements: Determining Effects of Wheel-Load Configurations. In Transportation Research Record 1570, TRB, National Research Council, Washington, D.C., 1997, pp. 1-9.
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  • 15
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    • Crack development in linear tracking test pavements from visual survey to pixel analysis
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.