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contributor authorLi Shuo
contributor authorT. F. Fwa
contributor authorK. H. Tan
date accessioned2017-05-08T21:03:33Z
date available2017-05-08T21:03:33Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%290733-947x%281997%29123%3A6%28484%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37051
description abstractMost highway and airport rigid pavements constructed today consist of a subbase layer, giving rise to a system of a concrete slab supported on a two-layer foundation. This paper makes use of the solution of a slab on a two-layer system to derive a closed-form procedure for back-calculation analysis of pavement parameters. A computer program called NUS-DEF3 to solve for surface deflections is developed as a subroutine in the back-calculation analysis. The algorithm for the closed-form back-calculation of this system is presented. This algorithm reduces a system of three equations with three unknowns to one single nonlinear equation. It differs from the conventional approach of searching for the best solution iteratively by means of the least-squares method, and gives unique closed-form solutions without the need to select an initial modulus to start with. Solutions to numerical examples of three typical slab-on-two-layer-foundation problems are presented.
publisherAmerican Society of Civil Engineers
titleBack-Calculation of Parameters for Slab on Two-Layer Foundation System
typeJournal Paper
journal volume123
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1997)123:6(484)
treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
contenttypeFulltext


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