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Volumn 124, Issue 2, 1998, Pages 128-136

Nonlinear temperature effects on multilayered concrete pavements

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EID: 0008849580     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1998)124:2(128)     Document Type: Article
Times cited : (48)

References (16)
  • 2
    • 0002908519 scopus 로고
    • Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements
    • Transportation Research Board, Washington, D.C.
    • Choubane, B., and Tia, M. (1992). "Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements." Transp. Res. Record 1370, Transportation Research Board, Washington, D.C., 11-19.
    • (1992) Transp. Res. Record 1370 , pp. 11-19
    • Choubane, B.1    Tia, M.2
  • 4
    • 0343704490 scopus 로고
    • Finite-element analysis of rigid pavements with partial subgrade contact
    • Transportation Research Board, Washington, D.C.
    • Huang, Y. H., and Wang, S. T. (1974). "Finite-element analysis of rigid pavements with partial subgrade contact." Transp. Res. Record 485, Transportation Research Board, Washington, D.C., 39-54.
    • (1974) Transp. Res. Record 485 , pp. 39-54
    • Huang, Y.H.1    Wang, S.T.2
  • 5
    • 0000812499 scopus 로고
    • Structural evaluation of base layers in concrete pavement systems
    • Transportation Research Board, Washington, D.C.
    • Ioannides, A. M., Khazanovich, L., and Becque, J. L. (1992). "Structural evaluation of base layers in concrete pavement systems." Transp. Res. Record 1370, Transportation Research Board, Washington, D.C., 20-28.
    • (1992) Transp. Res. Record 1370 , pp. 20-28
    • Ioannides, A.M.1    Khazanovich, L.2    Becque, J.L.3
  • 6
    • 1542450022 scopus 로고
    • Analysis of CRC pavement under moisture, temperature, and creep effects
    • Purdue University, West Lafayette, Ind.
    • Kadiyala, S. M., and Zollinger, D. G. (1993). "Analysis of CRC pavement under moisture, temperature, and creep effects." Proc., 5th Int. Conf. on Concrete Pavement Design and Rehabilitation, Vol. 1, Purdue University, West Lafayette, Ind., 211-234.
    • (1993) Proc., 5th Int. Conf. on Concrete Pavement Design and Rehabilitation , vol.1 , pp. 211-234
    • Kadiyala, S.M.1    Zollinger, D.G.2
  • 8
    • 0028737659 scopus 로고
    • Structural analysis of unbonded concrete overlays under wheel and environmental loads
    • Transportation Research Board, Washington, D.C.
    • Khazanovich, L., and Ioannides, A. M. (1994). "Structural analysis of unbonded concrete overlays under wheel and environmental loads." Transp. Res. Record 1449, Transportation Research Board, Washington, D.C., 174-181.
    • (1994) Transp. Res. Record 1449 , pp. 174-181
    • Khazanovich, L.1    Ioannides, A.M.2
  • 13
    • 0008832944 scopus 로고
    • Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs
    • London, U.K.
    • Thomlinson, J. (1940). "Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs." Concrete Constructional Engrg., London, U.K., 36(6), 298-307; 36(7), 352-360.
    • (1940) Concrete Constructional Engrg. , vol.36 , Issue.6 , pp. 298-307
    • Thomlinson, J.1
  • 14
    • 85034474044 scopus 로고    scopus 로고
    • Thomlinson, J. (1940). "Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs." Concrete Constructional Engrg., London, U.K., 36(6), 298-307; 36(7), 352-360.
    • Concrete Constructional Engrg. , vol.36 , Issue.7 , pp. 352-360
  • 16
    • 0001944726 scopus 로고
    • Analysis of stresses in concrete pavements due to variations of temperature
    • National Research Council, Washington, D.C.
    • Westergaard, H. M. (1927). "Analysis of stresses in concrete pavements due to variations of temperature." Proc., Hwy. Res. Board, Vol. 6, National Research Council, Washington, D.C., 201-215.
    • (1927) Proc., Hwy. Res. Board , vol.6 , pp. 201-215
    • Westergaard, H.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.