参考文献/References:
[1] 侯保荣,张盾,王鹏.海洋腐蚀防护的现状与未来[J].中国科学院院刊,2016,31(12):1326-1331.
[2] 混凝土结构耐久性设计规范:GB/T50476—2008[S].北京:中国建筑工业出版社,2008.
[3] 张爽,谢剑.新旧混凝土结构耐久性设计规范对比分析[J].水利水电技术,2010,41(10):91-94.
[4] CEB-FIP.ModelCode2010-Firstcompletedraft,Volume1[S].InternationalFederationforStructuralConcrete,2010.
[5] 康丽娟,巴特尔·巴克,罗那那,等.1961—2013年新疆气温和降水的时空变化特征分析[J].新疆农业科学,2018,55(1):123-133.
[6] 蒋平江.西北地区混凝土开裂原因分析及其防治技术应用研究[D].西安:长安大学,2010.
[7] 刘有志,张国新.混凝土干缩开裂机理宏、细观力学分析研究进展[J].水力发电,2013,39(4):25-28.
[8] 蒋林华.混凝土材料学[M].南京:河海大学出版社,2006.
[9] 曹明莉,丁言兵,郑进炫,等.混凝土碳化机理及预测模型研究进展[J].混凝土,2012(9):35-38.
[10] BrowneFP,CadyPD.Deicingscalingmechanismincon- crete[J]ACISpecialPublicationSP-47,1975:101-119.
[11] IrassarEF,MaioAD,BaticOR.Sulfateattackoncon- cretewithmineraladmixtures[J].Cement&ConcreteRe- search,1996,26(1):113-123.
[12] 吴福飞,侍克斌,董双快,等.硫酸盐镁盐复合侵蚀后混凝土的微观形貌特征[J].农业工程学报,2015,31(9):140-146.
[13] 丁铸,邢锋,殷慧.酸腐蚀下混凝土性能的变化[J].工业建筑,2009,39(5):96-100.
[14] ReisJM L.Fractureassessmentofpolymerconcreteinchemicaldegradationsolutions[J].ConstructionandBuild- ingMaterials,2010,24(9):1708-1712.
[15] WangHL,GuoCL,SunXY.Effectofcalciumdissolu- tiononthefracturepropertiesofconcreteexposedtonitricacidenvironment[J].AdvancedMaterialsResearch,2012,374-377:1974-1978.第2期胡少伟,等:旱区寒区水工混凝土材料耐久性及其损伤断裂性能研究进展9
[16] OkochiH.Deteriorationofconcretestructurebyaciddepo- sition[J].CorrosionEngineering,2009,44(12):690-697.
[17] XieSD,QiL,ZhouD.Investigationoftheeffectsofacidrainonthedeteriorationofcementconcreteusingacceleratedtestsestablishedinlaboratory[J].AtmosphericEnviron- ment,2004,38(27):4457-4466.
[18] 周定,谢绍东,岳奇贤.模拟酸雨对砂浆影响的研究[J].中国环境科学,1996,16(1):20-24.
[19] 胡晓波.酸雨侵蚀混凝土的试验模拟分析[J].硅酸盐学报,2008,36(S1):147-152.
[20] ZhangYZ,FanYF,ZhaoYH.Theoreticalmodeltode- terminethedepthofreinforcementcorrosionatconcretecov- ercracking[J].EngineeringMechanics,2010,116(2):234-239.
[21] 张英姿,范颖芳,刘江林,等.模拟酸雨环境下C40混凝土抗压性能试验研究[J].建筑材料学报,2010,13(1):105-110.
[22] ZhangYZ,ZhaoYH,FanYF.Atheoreticalmodelforassessingelasticmodulusofconcretecorrodedbyacidrain[J].EngineeringMechanics,2011,28(2):175-180.
[23] 张英姿,范颖芳,李宏男,等.模拟酸雨环境下混凝土抗拉性能试验研究[J].建筑材料学报,2012,15(6):857-862.
[24] HuSW,ChenQ,GongN.Effectofacidcorrosiononcrackpropagationofconcretebeams[J].Sādhanā2018,43(2):23.
[25] PowersTC,HelmuthRA.Theoryofvolumechangeinhardenedportlandcementpastesduringfreezing[C]//Pro- ceedingsoftheThirty-SecondAnnualMeetingoftheHigh- wayResearchBoard,Washington,D.C.,1953:285-297.
[26] LitvanGG.Frostactionincementpaste[J].MateriauxEtConstructure,1973,6(4):293-298.
[27] FagerlundG.Thesignificanceofcriticaldegreesofsatura- tionatfreezingofporousandbrittlematerials[C]//Durabili- tyofConcrete:ACISymposiumSessions,1975:13-65.
[28] ValenzaJJ,SchererGW.Mechanismforsaltscalingofacementitioussurface[J].MaterialsandStructures,2006,40(3):259-268.
[29] DuL,FolliardKJ.Mechanismsofairentrainmentincon- crete[J].Cement& ConcreteResearch,2005,35(8):1463-1471.
[30] 黄文新,殷素红,李铁锋,等.杂散电流对广州地铁混凝土溶蚀性能影响的加速试验研究[J].混凝土,2008(8):17-20.
[31] 耿健.杂散电流与氯离子共存环境下钢筋混凝土劣化机理的研究[D].武汉:武汉理工大学,2008.
[32] 陈迅捷,欧阳幼玲,钱文勋,等.不同环境中杂散电流对钢筋混凝土腐蚀影响[J].水利水运工程学报,2014(2):33-37.
[33] YamanaS,KasamiH,OkunoT.Propertiesofconcreteatverylowtemperatures[J].AciSpecialPublication,1978,55:207-210.
[34] 时旭东,居易,郑建华,等.混凝土低温受压强度试验研究[J].建筑结构,2014,44(5):29-33.
[35] 王传星,谢剑,李会杰.低温环境下混凝土性能的试验研究[J].工程力学,2011(S2):182-186.
[36] PlanasJ,MaturanaP,GuineaGV,etal.Fractureenergyofwatersaturatedandpartiallydryconcreteatroomandatcryogenictemperatures[J].AdvancesinFractureResearch,Oxford:Pergmon,1989:1809-1817.
[37] MaturanaP,PlanasJ,ElicesM.Evolutionoffracturebe- haviourofsaturatedconcreteinthelowtemperaturerange[J].EngineeringFractureMechanics1990,35(4):827- 834.
[38] OhlssonU,DaergaPA,ElfgrenL.Fractureenergyandfa- tiguestrengthofunreinforcedconcretebeamsatnormalandlow temperatures[J].Engineering Fracture Mechanics1990,35(1/3):195-203.
[39] HuSW,FanB.Studyonthebilinearsofteningmodeandfractureparametersofconcreteinlowtemperatureenviron- ments[J].EngineeringFractureMechanics,2019,211:1- 16.
[40] HuSW,FanB.Crackextensionresistanceofconcreteatlowtemperatures[J].MagazineofConcreteResearch2019.https://doi.org/10.1680/jmacr.18.00358.
[41] YamaguchiI.Alaser-specklestraingage[J].JournalofPhysics,1981,14(5):1270-1273.
[42] PetersW H,RansonW F.Digitalimagingtechniquesinexperimentalstressanalysis[J].OpticalEngineering,1982,21(3):421-427.
[43] ChuTC,RansonW F,SuttonMA,etal.Applicationsofdigital-image-correlationtechniquestoexperimentalme- chanics[J].ExperimentMechanics,1985,25(3):232-245.
[44] WuZM,RongH,ZhengJJ,etal.Anexperimentalin- vestigationontheFPZpropertiesinconcreteusingdigitalimagecorrelationtechnique[J].EngineeringFractureMe- chanics,2011,78(17):2978-2990.
[45] DongW,WuZ,ZhouX,etal.Anexperimentalstudyoncrackpropagationatrock-concreteinterfaceusingdigitalim- agecorrelationtechnique[J].EngineeringFractureMechan- ics,2017,171:50-63.
[46] DongW,YangD,ZhouX,etal.Experimentalandnumer- 10 水利与建筑工程学报第17卷icalinvestigationsonfractureprocesszoneofrock-concreteinterface[J].Fatigue&FractureofEngineeringMaterials&Structures,2017,40(5):820-835.
[47] DongW,RongH,WuQ,etal.InvestigationsontheFPZevolutionofconcreteaftersustainedloadingbymeansoftheDICtechnique[J].ConstructionandBuildingMaterials,2018,188:49-57.
[48] 胡少伟,王阳.不同冻融方式下混凝土双K断裂韧度对比试验[J].水利水运工程学报,2018(2):90-96.
[49] 秦子鹏,杜应吉,田艳.寒旱区水利工程大掺量粉煤灰混凝土试验研究[J].长江科学院院报,2013,30(9):101-105.
[50] 曹四伟,王正中,罗岚.高抗冻混凝土的研究与应用[J].西北农林科技大学学报(自然科学版),2008,36(3):223-227.
[51] 赵庆,苗,李学强.高寒、高蒸发地区面板坝钢筋混凝土面板防裂抗裂技术探讨[J].西北水电,2014(4):29-32.
[52] 周立霞.西北戈壁地区高性能混凝土耐久性研究[D].兰州:兰州交通大学,2011.
[53] 叶姣凤.混凝土裂缝修补用长效抗冻融环氧树脂开发研究[D].兰州:兰州交通大学,2013.
[54] 王子龙.混凝土防护及修补用聚氨酯-环氧树脂材料的开发研究[D].兰州:兰州交通大学,2014.
[55] 张浩.SPC聚合物砂浆在水工混凝土修补中的应用[J].西北水电,2010(5):33-34.
[56] 樊锐.喷涂聚脲在混凝土大坝坝面破损修复中的应用[J].西北水电,2017(1):43-46.
[57] 杜喜龙,周虎,王黎军,等.西北高原混凝土纳米表面处理剂应用试验研究[J].硅酸盐通报,2015,34(7):2036-2041