Communications publiées lors de congrès ou colloques nationaux et internationaux (100)

30. Darquennes, A., Staquet, S., & Espion, B. (2010). Testing concrete at early age under restraint conditions in a TSTM system. In M. Forde (Ed.), Proceedings of the 13th International Conference Structural Faults & Repair Edinburgh, U.K.: Engineering Technics Press.
31. Darquennes, A., Staquet, S., & Espion, B. (2010). Déformation endogène de bétons à base de ciments au laitier de haut-fourneau en conditions libre et restreinte. XXVIIIe Rencontres Universitaires de Génie Civil, Génie Civil et Développement Durable (p. 9) (La Bourboule, France).
32. Darquennes, A., Staquet, S., & Espion, B. (2010). Early age autogeneous behaviour of slag cement concrete under free and isothermal conditions. Proceedings of the 2nd International Conference on the structures degradation in coastal zones MEDACHS’10: Maritime Environment Damage to Atlantic Coastal and Historical Structures (pp. 187-194) International Conference on the structures degradation in coastal zones MEDACHS’10(2: 28-30 April 2010: La Rochelle).
33. Darquennes, A., Staquet, S., Espion, B., Germain, O., & Pierre, C. (2009). Comparison between different techniques for monitoring setting and hardening of concrete. In O. Abraham & X. Dérobert (Eds.), Proceedings of the 7th International Symposium on Non Destructive Testing in Civil Engineering NDTCE’09 (pp. 661-667) Paris: Laboratoire Central des Ponts et Chaussées.
34. Espion, B. (2009). Early applications of prestressing to bridges and footbridges in Brussels area. In K.-E. Kurrer, W. Lorenz, & V. Wetzk (Eds.), Proceedings of the 3rd International Congress on Construction History: Vol. 2 (pp. 535-541) Cottbus, Germany: Chair of Construction History and Structural Preservation, Brandenburg University of Technology.
35. Darquennes, A., Staquet, S., Kamen, A., Delplancke, M.-P., & Espion, B. (2009). Early age properties development of concrete with different slag contents. In Transition from Fluid to Solid: Re-examining the Behaviour of Concrete at Early Ages (pp. 43-66). (ACI SP, 259). Detroit: American Concrete Institute.
36. Darquennes, A., Staquet, S., Espion, B., Robeyst, N., & De Belie, N. (2009). Autogenous shrinkage development and setting monitoring of slag cement concretes. In T. Tanabe, K. Sakata, R. Sato, K. Maekawa, & H. Nakamura (Eds.), Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures: Concreep 8: Vol. 1 CRC Press/Balkema.
37. Darquennes, A., Staquet, S., Robeyst, N., De Belie, N., & Espion, B. (2008). Développement du retrait endogène et suivi de la prise de bétons formulés à base de ciment au laitier de haut-fourneau. Colloque National GEODIM’08 Variations dimensionnelles des géomatériaux (p. 11) (Saint-Nazaire, France).
38. Staquet, S., Boulay, C., D’Aloïa Schwarzentruber, L., Le Roy, R., Espion, B., & Toutlemonde, F. (2007). Creep and shrinkage of a self-compacting VHPC in prebent composite beams for innovative railway bridges in France: Part I: modeling. In Structural Implications of Shrinkage and Creep of Concrete (pp. 53-70). (ACI SP, 246). Detroit: American Concrete Institute.
39. Staquet, S., Boulay, C., D’Aloïa Schwarzentruber, L., Le Roy, R., Espion, B., & Toutlemonde, F. (2007). Creep and shrinkage of a self-compacting VHPC in prebent composite beams for innovative railway bridges in France: Part II : case study at the structural scale. In Structural Implications of Shrinkage and Creep of Concrete (pp. 71-86). (ACI SP, 246). Detroit: American Concrete Institute.
40. Staquet, S., Detandt, H., & Espion, B. (2007). Design optimization of a continuous railway bridge with prebent and prestressed composite decks. In Structural Implications of Shrinkage and Creep of Concrete (pp. 87-106). (ACI SP, 246). Detroit: American Concrete Institute.
41. Staquet, S., Detandt, H., & Espion, B. (2007). Analysis of time-dependent effects in continuous railway bridge with prebended and prestressed composite decks. In F. Toutlemonde, K. Sakai, O. Gjorv, & N. Banthia (Eds.), Concrete under Severe Conditions: Environment and Loading: Vol. 2 (pp. 1121-1128) Paris: Laboratoire Central des Ponts et Chaussées.

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