Probabilistic approach to pavement design based on generalized California bearing ratio equation

Journal of Transportation Engineering

Volumn 124, Issue 6, 1998, Pages 582-588

  Divinsky, Michael ^a   Ishai, Han ^b   Livneh, Moshe ^b  

^a Israel Public Works Department   (Israel)

^b TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; FLEXIBLE STRUCTURES; MATHEMATICAL MODELS; MATHEMATICAL TRANSFORMATIONS; PROBABILITY;

CALIFORNIA BEARING RATIO (CBR) EQUATION;

PAVEMENTS;

EID: 0032207303     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1998)124:6(582)     Document Type: Article

References (11)

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3. Chou, Yu T. (1987). "Probabilistic and reliability analysis of the California Bearing Ratio (CBR) design method for flexible airfield pavements." Proc., 6th Int. Conf. on Struct. Des. of Asphalt Pavements, Ann Arbor, Mich., Vol. 1, 421-427.
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8. Potter, J. C. (1985). "Reliability of the flexible pavement design model." Final Rep., U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
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11. Yoder, R. J., and Witczak, M. W. (1975). Principles of pavement design. 2nd Ed., John Wiley and Sons, Inc., New York.