01552275

Component

https://doi.org/10.3141/2524-14

A bonded concrete overlay on asphalt (BCOA) is a rehabilitation method for moderately distressed asphalt pavements by relatively thin plain cement concrete or fiber-reinforced concrete slabs. The joint load transfer behavior for BCOAs plays a significant role in the long-term performance. Poor load transfer across the joints of the concrete slabs initiates debonding of the asphalt layer from the concrete slabs, which promotes the development of corner cracks or longitudinal cracks. However, because of the tediousness involved in characterizing the joint load transfer behavior of BCOAs, this important aspect is not accounted for in many available mechanistic–empirical BCOA design procedures. The influences of joint load transfer behavior on the performance of BCOA are discussed. The joint load transfer behavior for BCOAs with 1.52- × 1.83-m (5- × 6-ft) slabs and 1.22- × 1.22-m (4- × 4-ft) slabs is analyzed with the finite element method. The load transfer contributed by the asphalt layer, as well as the concrete slab, is characterized as a function of the BCOA design features. Finally, a method is proposed to determine the nondimensional joint stiffness (AGG*) for BCOAs as a function of the structural design features of the pavement section. The AGG* is significant in that it is the factor commonly used to characterize joint load transfer behavior when pavements are designed with a mechanistic-based design approach.

01593959

15-3726

English

pp 143–151

2015

Transportation Research Record: Journal of the Transportation Research Board

9780309369534

Print

Figures (5) ; References (19) ; Tables (3)

Concrete overlays; Debonding; Load transfer; Mechanistic-empirical pavement design; Pavement joints; Pavement performance; Stresses

Load transfer efficiency

Design; Highways; Maintenance and Preservation; Materials; Pavements

PRP, TRIS, TRB, ATRI

Dec 30 2014 1:14PM

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