10X. F. Gao, Y. T. Lo, C. M. Tam, Investigation of micro-cracks and microstructure of high performance lightweight aggregate concrete,Building and Environment, 2002, 37:485 - 489.
5WALTER R, OLESEN J F, STANG H, et al. Analysis of an Orthotropic Deck Stiffened with a Cement-based Overlay [J]. Journal of Bridge Engineering, 2007, 12 ( 3 ) : 350 - 363.
6PFEIL M S, BATrlSTA R C, MERGULH_AO A J R. Stress Concentration in Steel Bridge Orthotropic Decks [ J]. Journal of Constructional Steel Research, 2005, 61 (8) : 1172 -1184.
7MURAKOSHI J, YANADORI N, UI T, et al. Research on Steel Fiber Reinforced Concrete Pavement on Orthotropic Steel Deck [ C ] //Proceedings of the 2nd International Orthotropic Bridge Conference. Sacramento: ASCE, 2008:359-371.
8SHAO Xu-dong, YI Du-tao, HUANG Zheng-yu, et al. Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin RPC Layer [ J ]. Journal of Bridge Engineering, 2013, 18 (5) : 417 -428.
9DINITZ A M , STENKO M S. The Successful Use of Thin Polysulfide Epoxy Polymer Concrete Overlays on Concrete and Steel Orthotropic Bridge Decks [ C ] // Structures Congress2010.Orlando, FL: ASCE, 2010: 530-540.
10DAVID W F, DAVID W W. Long-term Performance of Polymer Concrete for Bridge Decks [ R ]. Washington, D. C. : Transportation Research Board, 2011:1 -64.
