Abstract
Since 1970, continuously reinforced concrete pavements have been used in Belgium. The standard design concept for CRCP has been modified through several changes made in the design parameters to eliminate the cluster of closely spaced crack patterns, since these crack patterns lead to the development of spalling and punch-out distresses in CRCPs. Despite adjusting the longitudinal reinforcement ratio, slab thickness, and addition of asphalt interlayer, the narrowly spaced cracks could not be effectively removed. The application of transverse partial surface saw-cuts significantly reduced the probability of randomly occurring cracks in the reconstruction project of the Motorway E313 in Herentals, Belgium. The field investigation has also indicated that the early-age crack induction in CRCP is quite susceptible to the saw-cut depth. Therefore, the present study aims to evaluate the effect of different depths and lengths of the partial surface saw-cut on the effectiveness of crack induction in CRCP under external varying temperature field. For this purpose, the FE software program DIANA 10.3 is used to develop the three dimensional finite element model of the active crack control CRCP segment. The characteristics of early-age crack induction in terms of crack initiation and crack propagation obtained from the FE model are compared and discussed concerning the field observations of the crack development on the active crack control E313 test sections. Findings indicate that the deeper saw-cut with longer cut-lengths could be a more effective attempt to induce the cracks in CRCP in desirable distributions to decrease the risk of spalling and punch-out distresses in the long-term performance of CRCP. These findings could be used as guidance to select the appropriate depth and length of saw-cut for active crack control sections of CRCP in Belgium.
Highlights
Reinforced concrete pavement (CRCP) is an excellent rigid pavement solution for high priority routes with long-life performance and minimum maintenance [1,2,3,4,5,6].In this type of pavement structure, the continuous longitudinal steel bars are provided throughout the entire length of the concrete slab without any transverse joints to hold the randomly occurring transverse cracks tightly together which ensures that the pavement acts as a continuous system [7]
The standard design concept for Continuously reinforced concrete pavement (CRCP) in Belgium has been revised through several modifications regarding the amount of longitudinal steel, slab thickness, presence of asphalt interlayer, and steel depth for the purpose of eliminating the non-uniformity in the transverse crack pattern
To induce the transverse crack over the designated locations in CRCP, the new active crack control method in form of the transverse partial surface saw-cuts was firstly adopted on the CRCP sections in the reconstruction project of the Motorway E313 in Belgium
Summary
Reinforced concrete pavement (CRCP) is an excellent rigid pavement solution for high priority routes with long-life performance and minimum maintenance [1,2,3,4,5,6]. In this type of pavement structure, the continuous longitudinal steel bars are provided throughout the entire length of the concrete slab without any transverse joints to hold the randomly occurring transverse cracks tightly together which ensures that the pavement acts as a continuous system [7]. The cluster formation in the transverse crack patterns could not be effectively eliminated
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