[1] 虞爱平,史爱国.沿海钢筋混凝土结构的耐久性的探讨与研究[J].中国水运(学术版),2007,7(6):83-84. [2] Beushausen H, Höhlig B, Talotti M. The influence of substrate moisture preparation on bond strength of concrete overlays and the microstructure of the OTZ[J]. Cement and Concrete Research, 2017, 92: 84-91. [3] Beushausen H. The influence of concrete substrate preparation on overlay bond strength[J]. Magazine of Concrete Research, 2010, 62(11): 845-852. [4] Bentz D P, Jones S Z, Peltz M A, et al. Influence of internal curing on properties and performance of cement-based repair materials[M]. NISTIR 8076,U.S. Department of Commerce, 2015. [5] Lukovic M, Ye G. Effect of moisture exchange on interface formation in the repair system studied by X-ray absorption[J]. Materials, 2016, 9(2): 1-17 [6] de la Varga I, Munoz J F, Bentz D P, et al. Grout-concrete interface bond performance: effect of interface moisture on the tensile bond strength and grout microstructure[J]. Construction and Building Materials, 2018, 170: 747-756. [7] Bissonnette B, Vaysburd A M, von Fay K F. Moisture content requirements for repair. Part 1: concrete repair testing[R]. Report Number MERL-2013-63,U.S. Department of the Interior, 2014. [8] Bissonnette B, Vaysburd A M, von Fay K F. Best practices for preparing concrete surfaces prior to repairs and overlays[R]. Report Number MERL 12-17,U.S. Department of the Interior, 2012. [9] Cleland D J, Long A E. The pull-off test for concrete patch repairs[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 1997, 122(4): 451-460. [10] Courard L, Lenaers J F, Michel F, et al. Saturation level of the superficial zone of concrete and adhesion of repair systems[J]. Construction and Building Materials, 2011, 25(5): 2488-2494. [11] Júlio E N B S, Branco F A B, Silva V D. Concrete-to-concrete bond strength. Influence of the roughness of the substrate surface[J]. Construction and Building Materials, 2004, 18(9): 675-681. [12] Abo Sabah S H, Hassan M H, Muhamad Bunnori N, et al. Bond strength of the interface between normal concrete substrate and GUSMRC repair material overlay[J]. Construction and Building Materials, 2019, 216: 261-271. [13] Diab A M, Abd Elmoaty A E M, Tag Eldin M R. Slant shear bond strength between self compacting concrete and old concrete[J]. Construction and Building Materials, 2017(130): 73-82. [14] 张明杰,楚珑晟,赵杰夫,等.短龄期旧混凝土与新混凝土劈裂强度的研究[J].四川建筑科学研究,2018,44(5):106-110. [15] 韩菊红,袁 群,张雷顺.新老混凝土粘结面粗糙度处理实用方法探讨[J].工业建筑,2001,31(2):1-3. [16] 张雷顺,闫国新,张晓磊.新老混凝土切槽法结合面抗剪性能试验研究分析[J].工业建筑,2007,37(6):101-103+115. [17] 周 健,叶 光,Klaas V B.混凝土修复中水分交换对水泥水化、微观结构和界面黏结强度的影响[J].硅酸盐学报,2010,38(9):1665-1670. [18] Bentz D P, de la Varga I, Munoz J F, et al. Influence of substrate moisture state and roughness on interface microstructure and bond strength: slant shear vs. pull-off testing[J]. Cement and Concrete Composites, 2018, 87: 63-72. [19] Zhou J. Performance of engineered cementitious composites for concrete repairs[D]. Netherlands: Technische Universiteit Delft, 2011. [20] Lukovic M. Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs[D]. Netherlands: Technische Universiteit Delft, 2016 [21] Tayeh B A, Abu Bakar B H, Megat Johari M A, et al. Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay[J]. Construction and Building Materials, 2012, 36: 538-548. |