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Volumn 16, Issue 5, 2004, Pages 469-476

Issues affecting measurement of the complex modulus of asphalt concrete

Author keywords

Asphalt mixes; Compliance; Instrumentation; Material tests; Strain measurement; Viscoelasticity

Indexed keywords

ASPHALT; CREEP; HIGHWAY ENGINEERING; LOADING; NATURAL FREQUENCIES; STRAIN; TRANSDUCERS;

EID: 8644253474     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (15)

References (6)
  • 1
    • 0242501268 scopus 로고    scopus 로고
    • LTPP materials characterization program: Resilient modulus of unbound materials (LTPP Protocol P46) alboratory startup and quality control procedure
    • Rep No. FHWA-RD-96-176. FHWA, U.S. Department of Transportation, Washington, D.C
    • Alavi, S., Merport, T., Wilson, T., Groeger, J., and Lopez, A. (1997). "LTPP materials characterization program: Resilient modulus of unbound materials (LTPP Protocol P46) laboratory startup and quality control procedure." Rep No. FHWA-RD-96-176. FHWA, U.S. Department of Transportation, Washington, D.C.
    • (1997)
    • Alavi, S.1    Merport, T.2    Wilson, T.3    Groeger, J.4    Lopez, A.5
  • 2
    • 0034433043 scopus 로고    scopus 로고
    • Specimen geometry study for direct tension test based on mechanical tests and air void variation in asphalt concrete specimens compacted by superpave gyratory compactor
    • Transportation Research Board, National Research Council, Washington, D.C
    • Chehab, G., O'Quinn, E. N., and Kim, Y. R. (2000). "Specimen geometry study for direct tension test based on mechanical tests and air void variation in asphalt concrete specimens compacted by superpave gyratory compactor." Transportation Research Record 1723, Transportation Research Board, National Research Council, Washington, D.C., 125-132.
    • (2000) Transportation Research Record 1723 , pp. 125-132
    • Chehab, G.1    O'Quinn, E.N.2    Kim, Y.R.3
  • 3
    • 0036979156 scopus 로고    scopus 로고
    • Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state
    • Chehab, G., Kim, Y. R., Schapery, R. A., Witczack, M., and Bonaquist, R. (2002). "Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state." J. Asphalt Pav. Technol., 71, 559-587.
    • (2002) J. Asphalt Pav. Technol. , vol.71 , pp. 559-587
    • Chehab, G.1    Kim, Y.R.2    Schapery, R.A.3    Witczack, M.4    Bonaquist, R.5
  • 5
    • 0036979719 scopus 로고    scopus 로고
    • Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model
    • Daniel, J. S., and Kim, Y. R. (2002). "Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model." J. Asphalt Pav. Technol., 71, 619-645.
    • (2002) J. Asphalt Pav. Technol. , vol.71 , pp. 619-645
    • Daniel, J.S.1    Kim, Y.R.2
  • 6
    • 8644282212 scopus 로고    scopus 로고
    • Interim Task C Report, NCHRP 9-19, National Cooperative Highway Research Program, Washington, D.C
    • Witczak, M. (2000). "Simple performance test: Test results and recommendations." Interim Task C Report, NCHRP 9-19, National Cooperative Highway Research Program, Washington, D.C.
    • (2000) Simple Performance Test: Test Results and Recommendations
    • Witczak, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.