J.-l. Granju - Academia.edu (original) (raw)
Uploads
Papers by J.-l. Granju
Cement and Concrete Research, 1978
Materials and Structures, 2007
Matériaux et Constructions, 1977
Matériaux et Constructions, 1974
Materials and Structures, 1991
Materials and Structures, 2005
Materials and Structures, 2007
Materials and Structures, 2003
Journal of Materials in Civil Engineering, 2001
Materials and Structures, 1991
Advanced Cement Based Materials, 1996
Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements, 2011
This chapter reviews the design methods typically use of designing Bonded Concrete Overlays (BCO)... more This chapter reviews the design methods typically use of designing Bonded Concrete Overlays (BCO). Two levels of design are discussed: the design for strength and the design to resist debonding. For the design for strength various methods are discussed: U.S. Army Corps of Engineers, Portland Cement Association, American Association of Highway and Transportation Officials, reinforcement design of overlaid continuously reinforced
Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements, 2011
... Turatsinze [10, 55] explain this very large difference by a series of hypothesis on the cumul... more ... Turatsinze [10, 55] explain this very large difference by a series of hypothesis on the cumulative effects of ... Damage at the over-lay/substrate interface has little effect on the structural capacity of the repaired slab, however, because the reinforcing steel under tension ...
Materials and Structures, 2004
ABSTRACT
Materials and Structures, 2002
Résumé Les variations dimensionnelles des matériaux cimentaires sont à l'ori... more Résumé Les variations dimensionnelles des matériaux cimentaires sont à l'origine de fissures souvent préjudiciables. Elles sont dues principalement aux retraits et aux effets de la température, et doivent être prises en compte dès le début de solidification du matériau, c'est-à-dire dès sa prise. Afin de maîtriser cette fissuration, les chercheurs doivent avoir une connaissance des mécanismes impliqués. Cela leur permettra de
Construction and Building Materials, 2007
... [9] HA Toutanji, The use of rubber tire particles in concrete to replace mineral aggregates. ... more ... [9] HA Toutanji, The use of rubber tire particles in concrete to replace mineral aggregates. CemConcrete Comp, 18 2 (1996), pp. 135–139. ... 140–144. [18] N. Segre and I. Joekes, Use of tire rubber as addition to cement paste. Cem Concrete Res, 30 9 (2000), pp. 1421–1425. ...
Cement and Concrete Research, 2010
Cement and Concrete Research, 1978
Materials and Structures, 2007
Matériaux et Constructions, 1977
Matériaux et Constructions, 1974
Materials and Structures, 1991
Materials and Structures, 2005
Materials and Structures, 2007
Materials and Structures, 2003
Journal of Materials in Civil Engineering, 2001
Materials and Structures, 1991
Advanced Cement Based Materials, 1996
Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements, 2011
This chapter reviews the design methods typically use of designing Bonded Concrete Overlays (BCO)... more This chapter reviews the design methods typically use of designing Bonded Concrete Overlays (BCO). Two levels of design are discussed: the design for strength and the design to resist debonding. For the design for strength various methods are discussed: U.S. Army Corps of Engineers, Portland Cement Association, American Association of Highway and Transportation Officials, reinforcement design of overlaid continuously reinforced
Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements, 2011
... Turatsinze [10, 55] explain this very large difference by a series of hypothesis on the cumul... more ... Turatsinze [10, 55] explain this very large difference by a series of hypothesis on the cumulative effects of ... Damage at the over-lay/substrate interface has little effect on the structural capacity of the repaired slab, however, because the reinforcing steel under tension ...
Materials and Structures, 2004
ABSTRACT
Materials and Structures, 2002
Résumé Les variations dimensionnelles des matériaux cimentaires sont à l'ori... more Résumé Les variations dimensionnelles des matériaux cimentaires sont à l'origine de fissures souvent préjudiciables. Elles sont dues principalement aux retraits et aux effets de la température, et doivent être prises en compte dès le début de solidification du matériau, c'est-à-dire dès sa prise. Afin de maîtriser cette fissuration, les chercheurs doivent avoir une connaissance des mécanismes impliqués. Cela leur permettra de
Construction and Building Materials, 2007
... [9] HA Toutanji, The use of rubber tire particles in concrete to replace mineral aggregates. ... more ... [9] HA Toutanji, The use of rubber tire particles in concrete to replace mineral aggregates. CemConcrete Comp, 18 2 (1996), pp. 135–139. ... 140–144. [18] N. Segre and I. Joekes, Use of tire rubber as addition to cement paste. Cem Concrete Res, 30 9 (2000), pp. 1421–1425. ...
Cement and Concrete Research, 2010