An evolutionary computational method to formulate the response of unbonded concrete overlays to temperature loading
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DOI: 10.1108/ec-11-2020-0641
Abstract: PurposeUnbonded concrete overlays (UBOLs) are commonly used in pavement rehabilitation. The current models included in the Mechanistic-Empirical Pavement Design Guide cannot properly predict the structural response of UBOLs. In this paper, a multigene genetic programming… read more here.
Keywords: response; ubols response; temperature loading; design ... See more keywords