A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mechanistic-Based Overlay Design Procedure for Washington State Flexible Pavements
The reported study was used to develop an overlay design procedure for Washington state's flexible pavements based on mechanistic pavement analysis. The design procedure incorporates nondestructive testing (NDT) to estimate layer resilient moduli, seasonal moduli adjustments and failure criteria of asphalt concrete fatigue cracking and subgrade rutting. All necessary computations can be done with two primary microcomputer oriented software packages: EVERCALC to estimate layer moduli from NDT data and EVERPAVE to estimate the needed overlay thicknesses.
Mechanistic-Based Overlay Design Procedure for Washington State Flexible Pavements
The reported study was used to develop an overlay design procedure for Washington state's flexible pavements based on mechanistic pavement analysis. The design procedure incorporates nondestructive testing (NDT) to estimate layer resilient moduli, seasonal moduli adjustments and failure criteria of asphalt concrete fatigue cracking and subgrade rutting. All necessary computations can be done with two primary microcomputer oriented software packages: EVERCALC to estimate layer moduli from NDT data and EVERPAVE to estimate the needed overlay thicknesses.
Mechanistic-Based Overlay Design Procedure for Washington State Flexible Pavements
J. P. Mahoney (author) / S. W. Lee (author) / N. C. Jackson (author) / D. E. Newcomb (author)
1989
71 pages
Report
No indication
English
| British Library Online Contents | 1993