References
[1]FREITAG S,BRUCE S.The influence of surface treatments on the service life of concrete bridges[R].New Zealand,New Zealand Transport Agency research report,2010.
[2]ZHANG J Z,MCLOUGHLIN I M,BUENFELD N.Modelling of chloride diffusion into surface treated concrete[J].Cement and Concrete Composites,1998,20(4):253-261.
[3]LIFE-365 CONSORTIUMⅢ.Life-365 service life prediction model and computer program for predicting the service life and life-cycle cost of reinforced concrete exposed to chlorides[R].Version 2.3.3,2018.
[4]PETCHERDCHOO A,CHINDAPRASIRT P.Exponentially aging functions coupled with time-dependent chloride transport model for predicting service life of surfacetreated concrete in tidal zone[J].Cement and Concrete Research,2019,120:1-12.
[5]JOHANSSON A,JANZ M,SILFWERBRAND J,et al.Penetration depth for water repellent agents in concrete as a function of humidity,porosity and time[J].Restoration of Buildings and Monuments,2007,13(1):3-16.
[6]MCCARTER W J,LINFOOT B T,CHRISP T M,et al.Performance of concrete in XS1,XS2 and XS3 environments[J].Magazine of Concrete Research,2008,60(4):261-270.
[7]SCHUEREMAS L,VAN GEMERT D A,GIESSLER S.Chloride penetration in RCstructures in marine environments-Long term assessment of a preventive hydrophobic treatment[J].Construction and Building Materials,2007,21(6):1238-1249.
[8]MORADLLO M K,SHEKARCHI M,HOSEINI M.Time-dependent performance of concrete surface coatings in tidal zone of marine environment[J].Construction and Building Materials,2012,30:198-205.
[9]LI Q W,LI K F,ZHOU X G,et al.Modelbased durability design of concrete structures in Hong Kong-Zhuhai-Macau sea link project[J].Structural Safety,2015,53:1-12.