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Volumn 14, Issue 4, 2000, Pages 141-148

DCP criteria for performance evaluation of pavement layers

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; SOIL MECHANICS;

EID: 0034322534     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2000)14:4(141)     Document Type: Article
Times cited : (54)

References (16)
  • 2
    • 0042274203 scopus 로고
    • T-255-92, Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1992). "Total moisture content of aggregate by drying." T-255-92, Washington, D.C., 622-623.
    • (1992) Total Moisture Content of Aggregate by Drying , pp. 622-623
  • 5
    • 0042775275 scopus 로고    scopus 로고
    • T-88-93, Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1996b). "Particle size analysis of soils." T-88-93, Washington, D.C., 262-272.
    • (1996) Particle Size Analysis of Soils , pp. 262-272
  • 8
    • 0343475247 scopus 로고
    • Computations of traffic stresses in a simple road structure
    • Fox, L. (1948). "Computations of traffic stresses in a simple road structure." Proc., 2nd Int. Conf. on Soil Mech. and Found. Engrg., Vol. 2, 236-246.
    • (1948) Proc., 2nd Int. Conf. on Soil Mech. and Found. Engrg. , vol.2 , pp. 236-246
    • Fox, L.1
  • 9
    • 0023560148 scopus 로고
    • Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils
    • Harison, I. R. (1987). "Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils." Proc., Instn. Civ. Engrs., London, Part 2, 83.
    • (1987) Proc., Instn. Civ. Engrs., London , Issue.PART 2 , pp. 83
    • Harison, I.R.1
  • 11
    • 0024914868 scopus 로고
    • Validation of correlations between a number of penetration tests and in situ California bearing ratio tests
    • Transportation Research Board, Washington, D.C.
    • Livneh, M. (1987). "Validation of correlations between a number of penetration tests and in situ California bearing ratio tests." Transp. Res. Rec. 1219, Transportation Research Board, Washington, D.C.
    • (1987) Transp. Res. Rec. , vol.1219
    • Livneh, M.1
  • 12
  • 13
    • 0029202474 scopus 로고
    • Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations
    • Transportation Research Board, Washington, D.C.
    • Livneh, M., Ishai, I., and Livneh, N. A. (1992b). "Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations." Transp. Res. Rec. 1473, Transportation Research Board, Washington, D.C.
    • (1992) Transp. Res. Rec. , vol.1473
    • Livneh, M.1    Ishai, I.2    Livneh, N.A.3
  • 14
    • 84871657668 scopus 로고
    • Subgrade strength evaluation with the extended dynamic cone penetrometer
    • Livneh, M., and Livneh, N. A. (1994). "Subgrade strength evaluation with the extended dynamic cone penetrometer." 7th Int. IAEG Congr.
    • (1994) 7th Int. IAEG Congr.
    • Livneh, M.1    Livneh, N.A.2
  • 15
    • 0026118789 scopus 로고
    • Strength evaluation of lime-stabilized pavement foundations using the dynamic cone penetrometer
    • McElvaney, J., and Djatnika-Bunadi, I. (1991). "Strength evaluation of lime-stabilized pavement foundations using the dynamic cone penetrometer." Australian Rd. Res., 21(1).
    • (1991) Australian Rd. Res. , vol.21 , Issue.1
    • McElvaney, J.1    Djatnika-Bunadi, I.2
  • 16
    • 0343910985 scopus 로고    scopus 로고
    • North Carolina Department of Transportation, Raleigh, N.C.
    • Pavement condition survey manual. (1998). North Carolina Department of Transportation, Raleigh, N.C.
    • (1998) Pavement Condition Survey Manual


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.