Communications publiées lors de congrès ou colloques nationaux et internationaux (99)

  1. 34. 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.
  2. 35. 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.
  3. 36. 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).
  4. 37. 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.
  5. 38. 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.
  6. 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.
  7. 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.
  8. 41. Darquennes, A., Staquet, S., & Espion, B. (2006). Cracking sensibility of slag cement concrete. In B. Bissonnette, R. Gagné, M. Jolin, & F. Paradis (Eds.), Advances in Concrete through Science and Technology. (PRO, 51). Paris: RILEM Publications.
  9. 42. Darquennes, A., Staquet, S., & Espion, B. (2006). Shrinkage of slag cement concrete in free and restrained conditions. In O. R. Jensen, P. Lura, & K. Kovler (Eds.), Volume Changes of Hardening Concrete: Testing and Mitigation (pp. 165-174). (PRO, 52). Paris: RILEM Publications.
  10. 43. Staquet, S., Detandt, H., & Espion, B. (2006). Analysis of Time-Dependent Effects in a Continuous Two-Span Railway Bridge with Precast Prestressed Composite Decks. Proceedings of the 2nd International Congress of fib (p. 11) (Naples, Italy).
  11. 44. Staquet, S., & Espion, B. (2005). Early age concrete creep at high stress level. In G. Pijaudier-Cabot, B. Gérard, & F. Toutlemonde (Eds.), Creep, shrinkage and durability of concrete and concrete structures (pp. 387-392) Paris: Hermes Science-Lavoisier.
  12. 45. Staquet, S., Tailhan, J.-L., & Espion, B. (2005). Long-term behavior of a steel-concrete composite railway bridge deck. In G. Pijaudier-Cabot, B. Gérard, & F. Toutlemonde (Eds.), Creep, shrinkage and durability of concrete and concrete structures (pp. 305-310) Paris: Hermes Science-Lavoisier.

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