References

[1]YING J,ZHOU B,XIAO J.Pore structure and chloride diffusivity of recycled aggregate concrete with nano-SiO2 and nano-TiO2[J].Construction and Building Materials,2017,150:49-55.

[2]ETXEBERRIA M,VAZQUEZ E,MARI A R,et al.Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete[J].Cement and Concrete Research,2007,37(5):735-742.

[3]XIAO J Z,LI J B,ZHANG C.Mechanical properties of recycled aggregate concrete under uniaxial loading[J].Cement and Concrete Research,2005,35(6):1187-1194.

[4]DU H J,DU S H,LIU,X M.Durability performances of concrete with nano-silica[J].Construction and Building Materials,2014,73:705-712.

[5]ASTM.Standard Test Methods for Water Vapor Transmission of Materials:E96/E96 M-16[S].1996.

[6]LI C Z,JIANG L H,XU N,et al.Pore structure and permeability of concrete with high volume of limestone powder addition[J].Powder Technology,2018,338:416-424.

[7]RHEE I,ROH Y S.Properties of normalstrength concrete and mortar with multiwalled carbon nanotubes[J].Magazine of Concrete Research,2013,65(16):951-961.