compatibility of ultra high performance concrete as repair material

Emmons, P. H., and Vaysburd, A. M. (1996). "System concept in design and constructionof durable concrete repairs." Construction and Building Materials, 10(1), 69-75.Espeche, A. D., and Leon, J. (2011). "Estimation of bond strength envelopes for old-tonewconcrete interfaces based on a cylinder splitting test." Construction andBuilding Materials, 25, 1222-1235.Euclid Chemical (2012). “Concrete Surface Retarder Technical Data Sheet.” (Jul 25, 2012).Eyre, J. R., and Campos, E. S. (1996). "Upper bounds in the slant shear testing ofperfectly plastic joints in concrete." Magazine of Concrete Research, 48, 181-188.Fidjestol, P., Thorsteinsen, R. T., and Svennevig, P. (2012). "Making UHPC with localmaterials - The Way Forward." Proceedings of Hipermat 2012 - 3rd InternationalSymposium on UHPC and Nanotechnology for Construction Materials, KasselUniversity Press, Kassel, Germany.Fischer, G. "Characterization of Fiber-Reinforced Cement Composited by their TensileStress-Strain Behavior and Quantification of Crack Formation. ." Proc., 6thRILEM Symposium on Fiber-Reinforced Concretes (FRC) – BEFIB.Geissert, D. G., Li, S. E., Frantz, G. C., and Stephens, J. E. (1999). "Splitting prism testmethod to evaluate concrete-to-concrete bond strength." ACI Materials Journal,96, 359-366.Graybeal, B. (2006). "Material Property Characterization of Ultra-High PerformanceConcrete."105