A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evaluation of Oklahoma Pavement Design Procedures
Based upon the findings of this study, several recommendations were made for possible improvement of the currently used design procedures. Recommendations were made for improved material specifications to avoid stripping in the pavement structure as this was found to be the most important reason for the failure of pavements. Other recommendations include: (i) new material characterization tests so that deflection measurements can be used to predict properties; (ii) use of 18 kip EAL as the design load; and, (iii) use of reliability concepts in the design. Recommendations were also made for joint management and load transfer devices.
Evaluation of Oklahoma Pavement Design Procedures
Based upon the findings of this study, several recommendations were made for possible improvement of the currently used design procedures. Recommendations were made for improved material specifications to avoid stripping in the pavement structure as this was found to be the most important reason for the failure of pavements. Other recommendations include: (i) new material characterization tests so that deflection measurements can be used to predict properties; (ii) use of 18 kip EAL as the design load; and, (iii) use of reliability concepts in the design. Recommendations were also made for joint management and load transfer devices.
Evaluation of Oklahoma Pavement Design Procedures
J. F. Nixon (author) / J. Kabir (author) / F. McCullough (author) / F. Finn (author)
1985
64 pages
Report
No indication
English
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