Misson, D. (2008). "Influence <strong>of</strong> Curing Regime on the Durability <strong>of</strong> an Ultra-HighPerformance Concrete Material." M<strong>as</strong>ters <strong>of</strong> Science in Civil Engineering,Michigan Technological University, Houghton, MI.Momayez, A., Ehsani, M. R., Ramezanianpour, A. A., and Rajaie, H. (2005)."Comparison <strong>of</strong> methods for evaluating bond strength between <strong>concrete</strong> substrateand <strong>repair</strong> <strong>material</strong>s." Cement and Concrete Research, 35(4), 748-757.Morgan, D. R. (1996). "Compatibility <strong>of</strong> <strong>concrete</strong> <strong>repair</strong> <strong>material</strong>s and systems."Construction and Building Materials, 10(1), 57-67.Morin, V., Cohen-Tenoudji, F., Feylessoufi, A., and Richard, P. (2002). "Evolution <strong>of</strong> thecapillary network in a reactive powder <strong>concrete</strong> during hydration process."Cement and Concrete Research, 32(12), 1907-1914.Morin, V., Cohen Tenoudji, F., Feylessoufi, A., and Richard, P. (2001). "Superpl<strong>as</strong>ticizereffects on setting and structuration mechanisms <strong>of</strong> <strong>ultra</strong><strong>high</strong>-<strong>performance</strong><strong>concrete</strong>." Cement and Concrete Research, 31(1), 63-71.Pacheco-Torgal, F., C<strong>as</strong>tro-Gomes, J. P., and Jalali, S. (2008). "Adhesioncharacterization <strong>of</strong> tungsten mine w<strong>as</strong>te geopolymeric binder. Influence <strong>of</strong> OPC<strong>concrete</strong> substrate surface treatment." Construction and Building Materials, 22(3),154-161.Perry, V. "Sustainable UHPC Bridges for the 22nd Century." Proc., 2011 Conferenceand Exhibition <strong>of</strong> the Transportation Association <strong>of</strong> Canada. TransportationSuccess: LET'S Build on them. 2011 Congress et Exhibition del'Association des Transports du Canada. Les Succes en Transports: Une Tremplinvers l'Avenir 13.108
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COMPATIBILITY OF ULTRA HIGH PERFORM
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Table of ContentsList of Figures ..
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4.3.2 Discussion ..................
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Figure 3.14 CSP index .............
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Table 4.7 Summary of indirect tensi
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List of AbbreviationsACI.AFtASTM.CO
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1 Introduction and MotivationCurren
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2 Background and Literature ReviewT
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spaces and to decrease the amount o
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water/binder=constantChoose steel f
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UHPC formulations and provides a se
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Table 2.3Comparison of UHPC materia
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esults obtained in this project wer
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2.1.3.4 Environmental Impact of UHP
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1997). Emmons and Vaysburd (1996) d
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e) ConstructabilityIt is recommenda
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Table 2.5, continuedCementitious ma
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• Rehabilitation of a bridge pier
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UHPC is a cost-effective solution i
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apparatus will measure the shear st
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substrate while the scarifying meth
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such test configuration, this upper
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From the equilibrium of forces of F
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The first layer, also called penetr
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3 MethodologyThis report aims to st
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f sp = 2 ∗ PA ∗ π in psi Equat
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that the bond interface, in this lo
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Ductal® premix is typically compri
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associated test results (temperatur
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Figure 3.2 Detail of splitting tens
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3.3.3 Pull-off testPull off test wa
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(a) Chipped surface, slightlybrushe
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(a) Molds to cast slant shearspecim
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Timber moulds were used to cast the
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- Page 116 and 117: Climaco, J. C. T. S., and Regan, P.
- Page 118 and 119: Graybeal, B., and Tanesi, J. (2007)
- Page 122 and 123: Silfwerbrand, J. (1990). "Improving
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