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High Performance Concrete Overlay for ... - CONTEC ApS

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17. Pover, J., 2002. Draft Internal report Ministry of Transport; Analyses of various<br />

solutions <strong>for</strong> life time extension - PSR-project (in Dutch). April 2002.<br />

18. Koenders, E.A.B. Simulation of volume changes in hardening cement-based<br />

materials. Dissertation, Delft University of Technology, 1997.<br />

19. Lokhorst, S.J. De<strong>for</strong>mational behaviour of concrete influenced by hydration related<br />

changes of the microstructure. Faculty of Civil Engineering and Geosciences, Delft<br />

University of Technology, report 25.5-99-05, 2001<br />

20. Buitelaar, P., Kaptijn, N., Braam, C.R. 2004. Rein<strong>for</strong>ced high per<strong>for</strong>mance concrete<br />

overlay system <strong>for</strong> steel bridges. 5 th. CROW workshop Istanbul, Turkey.<br />

21. Buitelaar, P., Braam, C.R., Kaptijn, N. 2004. Rein<strong>for</strong>ced <strong>High</strong> <strong>Per<strong>for</strong>mance</strong><br />

<strong>Concrete</strong> <strong>Overlay</strong> System <strong>for</strong> Rehabilitation and Strengthening of Orthotropic Steel<br />

bridge decks. Proceedings ASCE/ SEI Orthotropic Bridge Conference. Sacramento,<br />

CA. USA 2004.<br />

22. De Jong, F.B.P., Kolstein, M.H. Strengthening a bridge deck with high concrete.<br />

Proceedings ASCE/ SEI. Orthotropic Bridge Conference. Sacramento, CA. USA<br />

2004.<br />

23. Buitelaar, P., Braam, C.R., Kaptijn, N. 2005. <strong>Concrete</strong> evidence. Bridge design &<br />

engineering Issue No. 40 Third Quarter 2005. United Kingdom.<br />

24. Sedlacek, G. and Paschen, M. Proceedings Experts meeting: Maintenance of<br />

orthotropic steel bridge decks. German Federal <strong>High</strong>way Research Institute (Bast)<br />

19 October 2005. Bergisch Gladbach, Germany.<br />

RR-014-10

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