参考文献/References:
[1] KwakHG,HaS,WeissW J.Experimentalandnumerical
quantificationofplasticsettlementinfreshcementitioussys-
tems[J].JournalofMaterialsinCivilEngineering,2010,22
(10):951-966.
[2] DakhilFH,CadyPD,CarrierARE.Crackingoffresh
concreteasrelatedtoreinforcement[J].AmericanConcrete
InstituteJournal,1975,72(8):421-428.
[3] ChengTTH,JohnstonDW.Incidenceassessmentoftrans-
versecrackinginconcretebridgedecks:Constructionand
materialconsiderationsVolumeI.Findreport[R].Federal
HighwayAdministration,Washington,D.C.1985,Rep.
No.FHWA/NC/85-002.
[4] RavinaD,ShalonR.Plasticshrinkagecracking[J].Journal
Proceedings,1968,65(4):282-292.
[5] ClearKC.Time-to-corrosionofreinforcingsteelincon-
creteslabs[R].Volume3:Performanceafter830dailysalt
applications.WashingtonDC:FederdHighwayAdministra-
tion.1976.ReinforcedConcrete.ReportNo.FHWA/RD-
76/70.
[6] 于玲,曹伟,杨晶杰.某住宅小区楼房地下室混凝
土腐蚀研究[J].水利与建筑工程学报,2010,8(5):28-
29.
[7] PowersTC.Theprosperitiesoffreshconcrete[C]//John
Wiley&Sons,Inc.NewYork:[s.n],1968:664..
[8] 黄拓军.聚丙烯纤维混凝土物理性能的试验研究[J].
水利与建筑工程学报,2011,9(2):102-105.
[9] GrzybowskiM,ShahSP.Shrinkagecrackingoffiberrein-
forcedconcrete[J].AciMaterialsJournal,1990,87(2):138-
148.
[10] QiC,WeissJ,OlekJ.Characterizationofplasticshrinkage
crackinginfiberreinforcedconcreteusingimageanalysisand
amodifiedWeibullfunction[J].Materials& Structures,
2003,36(6):386-395.
[11] JeonKW,ChoiYW,JaungJD.Asurveyonthecrackof
reinforcedconcretestructure[C]//Proceedings,Architec-
tureInstituteKorea,ArchitecturalInstituteofKorea,Korea,
1997,17:1051-1056.
[12] 刘思国,丁一宁.纤维增强自密实混凝土早龄期非自
由收缩研究[J].建筑材料学报,2008,11(1):8-13.
[13] 蒋正武,孙振平,王新友,等.国外混凝土自收缩研究
进展评述[J].混凝土,2001(4):30-33.
[14] 赵成刚,白洋,王运霞.土力学原理[M].北京:北京
交通大学出版社,2004.
[15] PowersTC.ThebleedingofPortlandcementpaste,mortar,
andconcrete[J].JournalProceedings,1939,35(6):465-
480.
[16] KingA,RaffleJF.Studiesonthesettlementofhydrating
cementsuspensions[J].Biochemistry,1976,9(10):1425-
1443.
[17] TanTS,WeeTH,TanSA,etal.Aconsolidationmodel
forbleedingofcementpaste[J].AdvancesinCementRe-
search,1987,1(1):18-26.
[18] ClearCA,BonnerDG.Settlementoffreshconcrete—an
effectivestressmodel[J].MagazineofConcreteResearch,
1988,40(142):3-12.
[19] LohCK,TanTS,YongTS,etal.Anexperimentalstudy
onbleedingandchannellingofcementpasteandmortar[J].
AdvancesinCementResearch,1998,10(1):1-16.
[20] JosserandL,CoussyO,LarrardF.Bleedingofconcreteas
anageingconsolidationprocess[J].Cem.Concr.Res.,
2006,36(9):1603-1608.
[21] 董祥,沈正.纤维品种和掺量对混凝土抗冻性及
微观结构的影响[J].南京林业大学学报(自然科学
版),2010,34(5):91-95.
[22] MasoJC.Thebondbetweenaggregatesandhydratedce-
mentpastes[C]//Proceedingsof7thInternationalCongress
ontheChemistryofCement.Vol3,Paris:Septima,1980.
Ⅶ -1/3-Ⅶ -1/15.
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