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contributor authorT. F. Fwa
contributor authorK. H. Tan
contributor authorS. Li
date accessioned2017-05-08T21:03:34Z
date available2017-05-08T21:03:34Z
date copyrightJanuary 1998
date issued1998
identifier other%28asce%290733-947x%281998%29124%3A1%28102%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37059
description abstractThis technical note presents the graphical version of the solutions of a closed-form back-calculation algorithm for two-layer rigid pavements. The development of the graphs and the theoretical basis for the choice of analysis parameters for the graphical solutions are described. Graphs are developed for back-calculating the moduli of the pavement slab and the subgrade, based on the common deflection measurement data obtainable from typical falling weight deflectometer tests. Two sets of graphs are presented, one for back-calculating the radius of relative stiffness, and the other for determining the deflection factor that relates pavement properties to surface deflections. The graphical solutions are applicable for back-calculating the properties of rigid pavements supported on either a liquid foundation or a solid foundation.
publisherAmerican Society of Civil Engineers
titleGraphical Solutions for Back-Calculation of Rigid Pavement Parameters
typeJournal Paper
journal volume124
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1998)124:1(102)
treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 001
contenttypeFulltext


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