Durability of concrete hydropower structures when repaired with concrete overlays

[1]  Anders Ansell,et al.  Spricktillväxt i lamelldamm. Tillämpning av icke-linjära modeller - Del 1 , 2008 .

[2]  John Forbes Olesen,et al.  Designing FRC slabs on grade for temperature and shrinkage induced cracks , 2000 .

[3]  Francois Saucier,et al.  Durability of New-to-Old Concrete Bondings , 1991 .

[4]  Jonas Carlswärd,et al.  Shrinkage cracking of steel fibre reinforced self compacting concrete overlays: test methods and theoretical modelling : test methods and theoretical modelling , 2006 .

[5]  Michel Pigeon,et al.  Restrained shrinkage cracking in fibre-reinforced cementitious composites , 1993 .

[6]  D. R. Morgan,et al.  Compatibility of concrete repair materials and systems , 1996 .

[7]  Surendra P. Shah,et al.  MODEL TO PREDICT CRACKING IN FIBRE REINFORCED CONCRETE DUE TO RESTRAINED SHRINKAGE , 1989 .

[8]  M. Pigeon,et al.  Tensile creep at early ages of ordinary, silica fume and fiber reinforced concretes , 1995 .

[9]  Hans Beushausen,et al.  Bonded Concrete Overlays : Bond Strength Issues , 2005 .

[10]  Katja Fridh.  Internal frost damage in concrete - experimental studies of destruction mechanisms , 2005 .

[11]  Daniel Cusson,et al.  DURABILITY OF REPAIR MATERIALS , 1996 .

[12]  Christian Bernstone,et al.  Automated performance monitoring of concrete dams , 2006 .

[13]  S. Chatterji,et al.  The critical degree of saturation method of assessing the freeze/thaw resistance of concrete , 1978 .

[14]  Simon A. Austin,et al.  Shear bond testing of concrete repairs , 1999 .

[15]  Surendra P. Shah,et al.  A METHOD TO PREDICT SHRINKAGE CRACKING OF CONCRETE , 1998 .