Page 95 - 2023年第54卷第5期
P. 95

[ 8] HUB,FANGH,WANGF,etal.Full - scaletestandnumericalsimulationstudyonload - carryingcapacityof
                       prestressedconcretecylinderpipe(PCCP) withbrokenwiresunderinternalwaterpressure[J].Engineering
                       FailureAnalysis ,2019,104:513 - 530.
                [ 9] 窦铁生,程冰清,胡赫,等.预应力钢筒混凝土管结构变形规律的原型试验研究Ⅰ:内压[J].水利学报,
                      2017,48(12):1438 - 1446.
                [10] 窦铁生,程冰清,胡赫,等.预应力钢筒混凝土管结构变形规律的原型试验研究Ⅱ:外压[J].水利学报,
                      2018,49(2):207 - 215.
                [11] 窦铁生,胡赫,杨进新,等.PCCP断 丝 数 量 对 内 压 承 载 力 的 影 响 [J].混 凝 土 与 水 泥 制 品,2015(7):
                      35 - 37.
                [12] 翟科杰,方宏远,郭成超,等.预应力 CFRP加固断丝 PCCP的试验与仿真研究[J].水利学报,2021,52
                       (6):739 - 749.
                [13] 胡少伟,沈捷.超大口径 PCCP内断丝对其承载能力影响研究[J].水利水电技术,2011,42(4):41 - 44.
                [14] RIZZOP.Waterandwastewaterpipenondestructiveevaluationandhealthmonitoring:areview[J].Advancesin
                       CivilEngineering,2010.doi:10.1155?2010?818597.
                [15] LIUZ,KLEINERY.Stateoftheartreviewofinspectiontechnologiesforconditionassessmentofwaterpipes[J].
                       Measurement,2013,46(1):1 - 15.
                [16] GOLDARANR,TURERA,KOUHDARAGH M,etal.Identificationofcorrosioninaprestressedconcretepipe
                       utilizingacousticemissiontechnique[J].ConstructionandBuildingMaterials,2020,242:118053.
                [17] LID,TANM,ZHANGS,etal.Stresscorrosiondamageevolutionanalysisandmechanismidentificationforpre
                       stressedsteelstrandsusingacousticemissiontechnique[J].StructuralControlandHealthMonitoring,2018,25
                       (8):e2189.
                [18] LESAGEJC,SINCLAIRAN.Characterizationofprestressedconcretecylinderpipebyresonanceacousticspec
                       troscopy[J].JournalofPipelineSystemsEngineeringandPractice,2015,6(1):04014011.
                [19] D?ROBERTX,LATASTEJF,BALAYSSACJP,etal.Evaluationofchloridecontaminationinconcreteusing
                       electromagneticnon - destructivetestingmethods [J].NDT& EInternational,2017,89:19 - 29.
                [20] 李润斌.基于电磁感应原理的预应力钢筒混凝土管断丝检测研究[D].天津:天津大学,2020.
                [21] ELFERGANIH A,PULLINR,HOLFORDK M.Damageassessmentofcorrosioninprestressedconcretebya
                       cousticemission [J].ConstructionandBuildingMaterials,2013,40:925 - 933.
                [22] XIEYB,FENG H, ZHAO M X, etal.PCCP broken wiredetection based on orthogonalelectromagnetic
                       principle[J].JournalofMeasurementScienceandInstrumentation,2019,10(1):81 - 90.
                [23] MUGGLETONJM,HUNTR,RUSTIGHIE,etal.Gaspipelineleaknoisemeasurementsusingopticalfibredis
                       tributedacousticsensing[J].JournalofNaturalGasScienceandEngineering,2020,78:103293.
                [24] LIUH,MAJ,XUT,etal.Vehicledetectionandclassificationusingdistributedfiberopticacousticsensing[J].
                       IEEETransactionsonVehicularTechnology,2019,69(2):1363 - 1374.
                [25] CAO W,CHENG G.Modelingandexperimentalresearchonreceivingsignalofmulti - layerdistributedacoustic
                       sensingopticalfiberinshallowwater [J].OpticalFiberTechnology,2021,67:102692.
                [26] 姚宣德.北京市南水北调配套工程 PCCP管道断丝、漏水实时监测集成系统[J].水利水电技术,2016,47
                       (10):67 - 72.
                [27] 骆建军,姚宣德,张东生,等.大口径 PCCP管道 断 丝 频 谱 响 应 现 场 试 验 研 究 ( Ⅰ)[J].土 木 工 程 学 报,
                      2016,49(9):110 - 116.
                [28] 齐海铭,宋建华,韩继明,等.基于分布式光纤光栅传感器的 PCCP断丝监测技术[J].管道技术与设备,
                      2018(4):1 - 4,8.
                [29] LIY,SUNK,SIZ,etal.Monitoringandidentificationofwirebreaksinprestressedconcretecylinderpipebased
                       ondistributedfiberopticacousticsensing [J].JournalofCivilStructuralHealthMonitoring,2022.doi: 10.
                      1007?s13349 - 022 - 00605 - 0.
                [30] 李明超,田丹,沈扬,等.融入 Attention机制改进 Word2vec技术的水利水电工程专业词智能提取与分析
                       方法[J].水利学报,2020,51(7):816 - 826.
                [31] 李明超,任秋兵,孔锐,等.多维复杂关联因素下的大坝变形动态建模与预测分析[J].水利学报,2019,

                                                                                                —  5 9 7 —
   90   91   92   93   94   95   96   97   98   99   100