Page 37 - 2022年第53卷第8期
P. 37

参 考 文 献:


                [ 1] MAH,CHIF.Majortechnologiesforsafeconstructionofhighearth - rockfilldams[J].Engineering,2016,2
                       (4):498 - 509.
                [ 2] LONGX,CENG,CAIL,etal.Experimentalresearchonfrostheavecharacteristicsofgravelsoilandmultifactor
                       regressionprediction[J].AdvancesinMaterialsScienceandEngineering,2018(2018):5682619.
                [ 3] 鲁洋,刘斯宏,张勇敢,等.土石坝心墙掺砾土的渗透特性冻融演化规律试验研究[J].水利学报,2021,
                      52(5):603 - 611.
                [ 4] LIUD,WANGY,LIANG J.Potentialapplicationsofphasechangematerialstoextendthewinterconstruction
                       timeofearth - rockdam incoldregions[J].JournalofMaterialsinCivilEngineering,2021,33(8):4021194.
                [ 5] 穆彦虎,朱忻怡,岳攀,等.寒区大坝心墙土料冬季冻融与防控监测[J].冰川冻土,2018,40(4):756 - 763.
                [ 6] 任秀玲,俞祁浩,王金国,等.黏土单向冻融作用下冷生构造及冻胀特性试验研究[J].水利学报,2021,
                      52(1):81 - 92.
                [ 7] UBAYIO,ALFAROM I,ALFAROM,etal.Stabilityassessmentofanagingearthfilldam consideringaniso
                       tropicbehaviourofclay[J].InternationalJournalofGEOMATE,2020,18(66):84 - 91.
                [ 8] JONESCW.Closed - system freezingofsoilinearthdamsandcanals[J].CanadianGeotechnicalJournal,2011,
                      23(1):1 - 8.
                [ 9] 张文清,李承成,刘德仁,等.季节冻土区保温隔水路基防冻胀效果研究[J].冰川冻土,2017,39(6):
                      1258 - 1264.
                [10] 任昆,白海峰,栾海洋,等.煤渣改良土作为路基填土的强度及冻胀特性[J].铁道工程学报,2020,37
                       (7):1 - 6.
                [11] 邓铭江,蔡正银,郭万里,等.换填及排水改造对北疆输水渠道稳定性的影响[J].岩土工程学报,2021,
                      43(5):789 - 794.
                [12] 胡田飞,刘建坤,岳 祖 润,等.季 节 性 冻 土 区 路 基 专 用 太 阳 能 主 动 供 热 装 置 研 究 [J].中 国 铁 道 科 学,
                      2021,42(2):39 - 49.
                [13] MURATHANEK,MANIOGLUG.Evaluationofphasechangematerialsusedinbuildingcomponentsforconserva
                       tionofenergyinbuildingsinhotdryclimaticregions[J].RenewableEnergy,2020,162:1919 - 1930.
                [14] ANSUINIR, LARGHETTIR, GIRETTIA, etal.Radiantfloorsintegratedwithpcm forindoortemperature
                       control [J].EnergyandBuildings,2011,43(11):3019 - 3026.
                [15] ISMAILKAR,SALINASCT,HENRIQUEZJR.Comparisonbetweenpcm filledglasswindowsandabsorbing
                       gasfilledwindows[J].EnergyandBuildings,2008,40(5):710 - 719.
                [16] BOGATUD,KAZANCIOB,OLESENBW.Anexperimentalstudyoftheactivecoolingperformanceofanovel
                       radiantceilingpanelcontainingphasechangematerial (PCM)[J].EnergyandBuildings,2021,243:110981.
                [17] MANO C, THONGTHA A.Enhanced thermalperformanceofroofingmaterialsbyintegratingphase change
                       materialstoreduceenergyconsumptioninbuildings [J].JournalofRenewableMaterials,2021,9(3):495 - 506.
                [18] ANUPAM BR,SAHOOUC,RATH P.Phasechangematerialsforpavementapplications:areview[J].Con
                       structionandBuildingMaterials,2020,247:118553.
                [19] MAHEDIM,CETINB,CETIN K S.Freeze - thawperformanceofphasechangematerial(PCM)incorporated
                       pavementsubgradesoil [J].ConstructionandBuildingMaterials,2019,202:449 - 464.
                [20] KRAVCHENKOE,LIUJ,LIX.Numericalmodelingofthethermalperformanceofsoilcontainingmicroencapsu
                       latedPCM[J].ConstructionandBuildingMaterials,2021,298:123865.
                [21] KRAVCHENKOE,LIUJ,CHANGD,etal.Studyofthethermalfieldofamixtureofsoilandpcmmaterialswith
                       simulationofthewarmingeffectduringaphasechange[J].ConstructionandBuildingMaterials,2020,262:120818.
                [22] CHENY,HUANGY,WUM,etal.FlyAsh?Paraffincompositephasechangematerialusedtotreatthermaland
                       mechanicalpropertiesofexpansivesoilincoldregions [J].JournalofRenewableMaterials,2022,10(4):1153 - 1173.
                [23] KHERADMANDM,CASTRO - GOMESJ, AZENHA M, etal.Assessingthefeasibilityofimpregnatingphase
                       changematerialsinlightweightaggregatefordevelopmentofthermalenergystoragesystems[J].Constructionand

                     4
                —  9 2  —
   32   33   34   35   36   37   38   39   40   41   42