Combined Effect of Expansive Cement and Internal Curing to Mitigate Shrinkage Cracking in Bridge Decks
暂无分享,去创建一个
[1] I. Mehdipour,et al. Effect of shrinkage reducing admixture on early expansion and strength evolution of calcium sulfoaluminate blended cement , 2018, Cement and Concrete Composites.
[2] W. Lindquist,et al. Mitigation of Shrinkage Cracking in Bridge Decks Using Type-K Cement , 2018 .
[3] Riyadh Hindi,et al. An experimental study of bridge deck cracking using type K-cement , 2014 .
[4] Michael Golias,et al. Absorption and desorption properties of fine lightweight aggregate for application to internally cured concrete mixtures , 2011 .
[5] Christopher K.Y. Leung,et al. Shrinkage reduction of high strength fiber reinforced cementitious composites (HSFRCC) with various water-to-binder ratios , 2011 .
[6] B. Lothenbach,et al. Hydration of calcium sulfoaluminate cements — Experimental findings and thermodynamic modelling , 2010 .
[7] Tommy Nantung,et al. Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions , 2009 .
[8] Graziella Bernardo,et al. A porosimetric study of calcium sulfoaluminate cement pastes cured at early ages , 2006 .
[9] Robert J. Frosch,et al. Investigation of Bridge Deck Cracking in Various Bridge Superstructure Systems , 2003 .