[1] 陈菲.严酷环境下水泥基材料硫酸盐侵蚀机理研究[D].南京:东南大学,2018.
[2] 杨永敢.硫酸盐环境下损伤混凝土的劣化机理与寿命预测[D].南京:东南大学,2019.
[3] 朱晓云,孙国卿.粉煤灰对再生混凝土抗硫酸盐侵蚀及界面过渡区微观特性的影响[J].混凝土与水泥制品,2019(5):92-96.
[4] CHEN F,GAO J M,QI B,et al.Deterioration mechanism of plain and blended cement mortars partially exposed to sulfate attack[J].Construction and Building Materials,2017,154(15):849-856.
[5] MA Z M,ZHU F Z,ZHAO T J.Effects of surface modification of silane coupling agent on the properties of concrete with freeze-thaw damage[J].KSCE Journal of Civil Engineering,2018, 22(2):657-669.
[6] LIU P,FENG C F,WANG F Z,et al.Hydrophobic and water-resisting behavior of portland cement incorporated by oleic acid modified fly ash[J].Materials and Structures,2018,51(2):32-40.
[7] 邓德华,刘赞群,SCHUTTER G D,等.关于“混凝土硫酸盐结晶破坏”理论的研究进展[J].硅酸盐学报,2012,40(2):175-181.
[8] MUZENSKI S,FLORES-VIVIAN I,SOBOLEV K.Durability of superhydrophobic engineered cementitious composites[J].Construction and Building Materials,2015,81(15):291-297.
[9] 李宇翔.低成本超疏水混凝土涂层制备及其性能研究[D].大连:大连理工大学,2019.
[10] KIM J,MCCARTER W J,SURYANTO B,et al.Chloride ingress into marine exposed concrete: a comparison of empirical-and physically-based models[J].Cement and Concrete Composites,2016(72):133-145.
[11] ZHANG J,SUN M,HOU D,et al.External sulfate attack to reinforced concrete under wet-dry cycles and loading condition: numerical simulation and experimental validation by ultrasonic array method[J].Construction and Building Materials,2017,139(15):365-373.
[12] SANTHANAM M,COHEN M,OLEK J.Mechanism of sulfate attack: a fresh look[J].Cement and Concrete Research,2002,32 (6):915-921.
[13] FENG Z J,WANG F Z,XIE T,et al.Integral hydrophobic concrete without using silane[J].Construction and Building Materials,2019,227(10):1-10.
[14] WANG F,LEI S,OU J,et al.Superhydrophobic calciumaluminate cement with super mechanical stability[J].Industrial and Engineering Chemistry Research,2019(58):10373-10382.
[15] WONG H S,ROBERT B,ABDULLA A.Hydrophobic concrete using waste paper sludge ash[J].Cement and Concrete Research,2015,70:9-20.
[16] ZHANG B,LI Q B,NIU X J,et al.Water-repellent additive that increases concrete cracking resistance in dry curing environments[J].Construction and Building Materials,2020,249 (20):1-10.
[17] 中华人民共和国住房与城乡建设部.普通混凝土长期性能和耐久性能试验方法标准:GB/T 50082—2009[S].北京:中国建筑工业出版社,2009.
[18] 中华人民共和国水利部.水工混凝土试验规程:SL/T 352—2020[S].北京:中国水利水电出版社,2020.
[19] SANTHANAM M,COHEN M,OLEK J.Mechanism of sulfate attack: a fresh look part 2. Proposed mechanisms[J].Cement and Concrete Research,2003(33):341-346.
[20] NAJJAR M F,HEHEDI M L,SOLIMAN A M,et al.Damage mechanisms of two-stage concrete exposed to chemical and physical sulfate attack[J].Construction and Building Materials,2017,137:141-152.
[21] 裘智辉,梁亚男,仲新华,等.矿物掺合料对水泥基材料抗侵蚀性能的影响[J].混凝土与水泥制品,2020(9):20-23.
[22] MAISCH R,STAHLECKER O,KIESER M.Mica pigments in solvent free coatings systems[J].Progress in Organic Coatings, 1996(1):145-152.
[23] SPAETH V,LECOMTE J P,DELPLANCE M P,et al.Impact of silane and siloxane based hydrophobic powder on cement-based mortar[J].Advanced Materials Research,2013,687:100-106.
[24] NEITHALATH N.Analysis of moisture transport in mortars and concrete using sorption-diffuison approach[J].ACI Materials Journal,2006,103:209-217.