1Silfwerbrand J,Beushausen H.Bonded concrete overlays bond strengthissues[C].In:Beushausen H,Dehn F,Alexander M.G.,editors.Proceedings ICCRRR2005 International Conference on Concrete Repair,Rehabilitation and Retrofitting,Cape Town,South Africa,Taylor&Francis Group,London,2006:19–21.
2EN 1504(2003)Products and systems for the protection and repair of concrete structures–Definitions–Requirements–Quality control and evaluation of conformity[S],CEN(Brussels),2003.
4Silfwerbrand J,Beushausen H,Courard L.Bond[J].In:Bissonette B,Courard L,Fowler DW,Granju J-L,editors.193-RLS RILEM TC Bonded cement-based material overlays for the repair,the lining or the strengthening of slabs and pavements,Springer,2011:51–79.
5Pretorius J,Kruger D.The influence of surface roughness on the bond strength of concrete repairs[C].In:Fowler DW,editor.CD Proceedings ICPIC 01,Xth International Congress on Polymers in Concrete,Honolulu,Hawa,2001.
6ADACH1 I,HASHIMOTO K,NISHIMURA T.Construction joint of concrete structrues using shot-blasting technique[J].Transactions of the Japan Concrete Institute,1983,(5):61-68.
7Silfwerbrand J,Paulsson J.Better bonding of bridge deck overlays.Concr Int 1998,10:56–61.
8Emmons PH.Concrete Repair and Maintenance.In:Part Three:Surface Repair,Section 6:Bonding Repair Materials to Existing Concrete[M].MA:R.S.Means Company;1994,154–63.
9Austin S,Robins P,Pan Y.Tensile bond testing of concrete repairs[J].Mater Struct 1995,28:249–59.
10Cleland DJ,Long AE.The pull-off test for concrete patchrepairs[J].In:Proceedings of the Institution of Civil Engineers-Structures and Buildings.1997,122:451–60.
