Simplified generalized California bearing ratio pavement design equation

Transportation Research Record

Volumn , Issue 1539, 1996, Pages 44-50

  Divinsky, Michael ^a   Ishai, Ilan ^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

BEARING CAPACITY; DATA PROCESSING; DESIGN; LOADS (FORCES); MATHEMATICAL MODELS; PROBABILITY; STATISTICAL METHODS;

BEARING RATIO;

PAVEMENTS;

EID: 0030291722     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1539-06     Document Type: Article

References (7)

1. Potter, J. C. Reliability of the Flexible Pavement Design Model. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1985.
2. Ahlvin, R. G., H. H. Ulery, Jr., R. L. Hutchinson, and J. L. Rice. Multiple-Wheel Heavy Gear Load Pavement Tests, Volume 1, Basic Report. Technical Report S-71 -17. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1971.
3. Hammitt, G. M., and R. L. Hutchinson. Multiple-Wheel Heavy Gear Load Pavement Tests, Volume 4. Technical Report AFWL-TR-70-113, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1971.
4. Yoder, R. J., and M. W. Witczak. Principles of Pavement Design, 2nd ed. John Wiley & Sons, Inc., N.Y., 1975.
5. Chou, Yu T. Probabilistic and Reliability Analysis of the California Bearing Ratio (CBR) Design Method for Flexible Airfield Pavements. Proc., 6th International Conference, Structural Design of Asphalt Pavements, Vol. 1, Ann Arbor, Mich., 1987, pp. 421-427.
6. Cooksey, D. L., and D. M. Ladd. Pavement Design for Various Levels of Traffic Volume. Technical Report AFWL-TR-70-133. Air Force Weapons Laboratory, Kirtland Air Force Base, N. Mex., 1971.
7. Chou, Yu T. Probabilistic and Reliability Analysis of the California Bearing Ratio (CBR) Design Method for Flexible Airfield Pavements. U.S. Army Corps of Engineers, 1986.