Seible, Frieder
SSRP-87/02, La Jolla, Calif. :, Report no. ;, 1988, PDF (3.05 MB) (500 S778 87/02)
Preliminary results are presented on the influence of the contact surface preparation on the structural behavior of the bridge deck rehabilitated with a full depth structural concrete overlay. The horizontal shear problem and the effectiveness of rebar dowels crossing the interface are discussed. Together with a comprehensive literature and design practice review, preliminary design guidelines for the design of structural concrete overlays are formulated.