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- W2170037966 abstract "A parametric study was conducted using the finite-element rigid pavement program ISLAB2000. For cracks that utilize aggregate interlock as the sole means of load transfer, the integrity of the cracks was initially modeled using the aggregate interlock factor. A subsequent analysis was then performed on the same cracks for the case where both dowel bars and aggregate interlock were available for load transfer purposes. The latter scenario represents the case where dowel bar retrofitting (DBR) has been performed on the cracks. In both cases, the deflection load transfer efficiency and critical slab tensile stresses were computed in order to examine the immediate theoretical benefits of the dowel bars. The validity of these theoretical benefits was tested using data from falling-weight deflectometer testing on DBR sites in both Michigan and Washington. It was found that installation of dowel bars did not increase the load transfer efficiency for cracks that had levels greater than 89–95%, depending on paveme..." @default.
- W2170037966 created "2016-06-24" @default.
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- W2170037966 date "2004-02-01" @default.
- W2170037966 modified "2023-09-27" @default.
- W2170037966 title "Assessment of Retrofit Dowel Benefits in Cracked Portland Cement Concrete Pavements" @default.
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- W2170037966 doi "https://doi.org/10.1061/(asce)0887-3828(2004)18:1(29)" @default.
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