Probabilistic Approach to Pavement Design Based on Generalized California Bearing Ratio Equation

Author:

Divinsky Michael1,Ishai Ilan2,Livneh Moshe3

Affiliation:

1. Chf. Expert Statistical Applications, Mat. and Res. Div., Israel Public Works Dept., 55 Ben-Zvi Rd., Tel Aviv 61940, Israel.

2. Assoc. Prof. of Civ. Engrg., Technion—Israel Inst. of Technol., Transp. Res. Inst., Technion City, Haifa 32000, Israel.

3. The Harry Oppenheimer Prof. of Engrg., Technion—Israel Inst. of Technol., Transp. Res. Inst., Technion City, Haifa 32000, Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference11 articles.

1. AASHTO. (1993). “AASHTO guide for design of pavement structures 1993.” American Association of State Highway and Transportation Of-ficials Washington D.C.

2. Ahlvin R. G. Ulery H. H. Hutchinson R. L. and Rice J. L. (1971). “Multiple-wheel heavy gear load pavement tests basic report.” Tech. Rep. S-71-17 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss. Vol. 1.

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.

4. Cooksey D. L. and Ladd D. M. (1971). “Pavement design for various levels of traffic volume.” Tech. Rep. AFWL-TR-70-133 Air Force Weapons Laboratory Kirtland Air Force Base N.M.

5. Divinsky M. Ishai I. and Livneh M. (1996). “Simplified generalized California Bearing Ratio pavement design equation.” Transp. Res. Rec. 1539 Transportation Research Board National Research Council Washington D.C. 44–50.

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