1 |
Asphalt Institute (1982). Research and Development of the Asphalt Institute's Thickness Design Manual (MS-1). Ninth Edition, Research Report No. 82-2, Asphalt Institute, Lexington, KY.
|
2 |
Fernando, E.G., Liu, W. (2001). Development of an Analysis Procedure for Load-Zoning Pavements. Research Report 2123-2, Texas Transportation Institute.
|
3 |
Livneh, M., Ishaai, I., Livneh, N.A. (1995). "Effect of vertical confinement on dynamic cone penetrometer strength values in pavements and subgrade evaluations." Transportation Research Record 1473, 1. Transportation Research Board, Washington, D.C., pp.1-8.
|
4 |
Fernando, E.G., Liu, W. (2004). User's Guide to the Overweight Truck Route Analysis Program. Research Report 4184-P3, Texas Transportation Institute.
|
5 |
Fernando, E.G., Oh, J. (2004). Guidelines for Evaluating Routine Overweight Truck Routes. Research Report 4184-P2, Texas Transportation Institute.
|
6 |
Jooste, F.J., Fernando, E.G. (1995). Development of a Procedure for the Structural Evaluation of Superheavy Load Routes, Research Report 1335-3F, Texas Transportation Institute.
|
7 |
Uzan, J. (1985). "Granular material characterization", Transportation Research Record 1022, Transportation Research Board, Washington, D.C., pp.52-59.
|
8 |
Webster, S.L., Grau, R.H., Williams, T.P. (1992). Description and Application of Dual Mass Dynamic Cone Penetrometer. Instruction Report GL-92-3, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
|