参考文献/References:
[1] GONG Y F, PANG Y Z, HE F, et al. Investigation onpreparation and properties of crack sealants based onCNTs/SBS composite-modified asphalt[J]. Materials, 2021,14(16): 4569.
[2]李 峰,黄颂昌,徐 剑,等.沥青路面灌缝胶性能评价及技术要求[J].交通运输工程学报,2009,9(2):7-11.
LI Feng, HUANG Song-chang, XU Jian, et al.Performance evaluation and technical requirement ofsealant and filler in asphalt pavement[J]. Journal of Trafficand Transportation Engineering, 2009, 9(2): 7-11.
[3]郑传峰,李瑞明.沥青结合材料低温抗裂性能分析及寒区新型沥青混合料设计[J].天津大学学报(自然科学与工程技术版),2019,52(3):262-268.
ZHENG Chuan-feng, LI Rui-ming. Analysis of low-temperature crack resistance of asphalt binding materialsand design of new asphalt mixture for cold region[J].Journal of Tianjin University(Science and Technology),2019, 52(3): 262-268.
[4]李 峰,石小培,黄颂昌.沥青路面灌缝体系的低温失效模式[J].长安大学学报(自然科学版),2014,34(6):64-69.
LI Feng, SHI Xiao-pei, HUANG Song-chang. Low-temperature failure modes of asphalt pavement sealsystem[J]. Journal of Chang'an University(Natural ScienceEdition), 2014, 34(6): 64-69.
[5]ZHAI H C, SALOMON A. Evaluation of lowtemperature properties of asphalt crack sealants using thedirect tension tester[C]//Canadian Technical AsphaltAssociation. Fiftieth Annual Conference of the CanadianTechnical Asphalt Association. West Kelowna: CanadianTechnical Asphalt Association, 2005: 225-236.
[6]AL-IMAD I L, FINI E H, et al. Development of a cracksealant adhesion test(CSADT)specification for hot-pouredbituminous sealants[J]. Journal of Testing and Evaluation,2011, 39(2): 184-190.
[7]SAWALHA M, OZER H, AL-QADI I L, et al.Development of a modified adhesion test for hot-pouredasphalt crack sealants[J]. Transportation Research Record,2017, 2612: 85-95.
[8]SOLIMAN H, SHALABY A. Characterizing the low-temperature performance of hot-pour bituminous sealantsusing glass transition temperature and dynamic stiffnessmodulus[J]. Journal of Materials in Civil Engineering,2009, 21(11): 688-693.
[9]SOLIMAN H, SHALABY A, KAVANAGH L.Performance evaluation of joint and crack sealants in coldclimates using DSR and BBR tests[J]. Journal of Materialsin Civil Engineering, 2008, 20: 470-477.
[10]彭 燕.纳米复合改性沥青路面灌缝密封胶性能测试研究[J].粘接,2023,50(10):53-56.
PENG Yan. Research on performance test of nano-composite modified asphalt pavement joint sealant[J]. Adhesion, 2023, 50(10): 53-56.
[11]吴建锋.沥青路面灌缝密封胶材料的组成与技术性能[J].筑路机械与施工机械化,2019,36(9):30-33.
WU Jian-feng. Composition and technical properties ofasphalt pavement grouting sealant materials[J]. RoadMachinery and Construction Mechanization, 2019, 36(9): 30-33.
[12]刘汉超,滕新华,张菁燕,等.现场施工条件下老化温度对灌缝胶性能的影响[J].中外公路,2024,44(4):73-82.
LIU Han-chao, TENG Xin-hua, ZHANG Jing-yan, et al.Effect of aging temperature on properties of sealant underfield construction conditions[J]. Journal of China andForeign Highway, 2024, 44(4): 73-82.
[13]MASSON J F, COLLINS P, BUNDALO-PERC S, et al.Early thermodegradation of bituminous sealants resultingfrom improper installation: field study[J]. TransportationResearch Record, 2007, 1991(1): 119-123.
[14]MASSON J F, COLLINS P, LOWERY M. Temperaturecontrol of hot-poured sealants during the sealing ofpavement cracks[J]. Construction and Building Materials,2005, 19(6): 423-429.
[15]MASSON J F, LACASSE M A. Effect of hot-air lance oncrack sealant adhesion[J]. Journal of TransportationEngineering, 1999, 125(4): 357-363.
[16]郭 猛,任 鑫,焦峪波,等.沥青及沥青混合料老化与抗老化研究综述[J].中国公路学报,2022,35(4):41-59.
GUO Meng, REN Xin, JIAO Yu-bo, et al. Review of agingand antiaging of asphalt and asphalt mixtures[J]. ChinaJournal of Highway and Transport, 2022, 35(4): 41-59.
[17]LI F, ZHOU S Q, CAI W Y, et al. Laboratory evaluation ofshort and long term performance of hot-poured sealants[J].Construction and Building Materials, 2017, 148: 30-37.
[18]韦 慧,戴吟晗,张 虎,等.沥青路面低温型灌缝胶制备及性能研究[J].长沙理工大学学报(自然科学版),2022,19(4):152-160.
WEI Hui, DAI Yin-han, ZHANG Hu, et al. Research onpreparation and performance of low-temperature asphaltpavement of sealants and fillers[J]. Journal of ChangshaUniversity of Science and Technology(Natural Science),2022, 19(4): 152-160.
[19]袁 博,唐小亮.严寒地区公路用聚氨酯灌缝胶的制备及性能研究[J].聚氨酯工业,2021,36(5):30-33.
YUAN Bo, TANG Xiao-liang. Study on preparation andproperties of polyurethane sealant for highway in coldarea[J]. Polyurethane Industry, 2021, 36(5): 30-33.
[20]ZHOU Y, DU L, LIU X L. Microscopic performance ofmodified asphalt based on aging[J]. Construction andBuilding Materials, 2021, 279: 122429.
[21]马宏岩,王东升,冯德成,等.寒冷地区沥青路面老化材料的低温性能评价[J].功能材料,2015,46(24):24074-24077,24082.
MA Hong-yan, WANG Dong-sheng, FENG De-cheng, etal. Verification of low temperature performance of asphaltpavement aging material in cold regions[J]. Journal ofFunctional Materials, 2015, 46(24): 24074-24077, 24082.
[22]程永春,余 地,谭国金,等.玄武岩纤维沥青混合料的冻融损伤演化规律[J].哈尔滨工程大学学报,2019,40(3):518-524.
CHENG Yong-chun, YU Di, TAN Guo-jin, et al. Evolutionon freeze-thaw damage of basalt fiber asphalt mixture[J].Journal of Harbin Engineering University, 2019, 40(3): 518-524.
[23]吴颖峰,汪海年,屈 鑫.基于分子动力学模拟的寒区新型耐久沥青混合料抗滑机理研究[J].化工新型材料,2022,50(4):235-240,246.
WU Ying-feng, WANG Hai-nian, QU Xin. Research onanti-skid mechanism of novel durable asphalt mixture incold region based on molecular dynamics simulation[J].New Chemical Materials, 2022, 50(4): 235-240, 246.
[24]刘亚敏,汪 磊,杨 振. 沥青路面抗滑性能衰减规律及预测模型[J].长安大学学报(自然科学版),2023,43(5):1-10.
LIU Ya-min, WANG Lei, YANG Zhen. Attenuation law and prediction model of skid-resistance performance of asphalt pavement[J]. Journal of Chang'an University(Natural Science Edition), 2023, 43(5): 1-10.
[25]韩进宝,王利鑫,张莎莎,等.逐级降温工况下道基含盐砾质土盐-冻胀特性[J].长安大学学报(自然科学版),2024,44(1):36-46.
HAN Jin-bao, WANG Li-xin, ZHANG Sha-sha, et al. Salt-frost expansion characteristics of salt gravel soil embankment under progressive cooling conditions[J]. Journal of Chang'an University(Natural Science Edition), 2024, 44(1): 36-46.
[26]邰博文,刘建坤,李 旭,等.寒区高速铁路路基冻胀数值模型及防冻胀措施[J].中国铁道科学,2017,38(3):1-9.
TAI Bo-wen, LIU Jian-kun, LI Xu, et al. Numerical modelof frost heaving and anti-frost heave measures of high-speed railway subgrade in cold region[J]. China RailwayScience, 2017, 38(3): 1-9.
[27]周 彧.沥青路面典型病害的机理及其防治措施研究[J].价值工程,2023,42(4):124-126.
ZHOU Yu. Research on the mechanism and preventionmeasures of typical diseases of asphalt pavement[J]. Value Engineering, 2023, 42(4): 124-126.
[28]WANG S Q, GAO Y, JIA Y S, et al. Development of amodified bond test for hot applied crack sealants by usinghot-cold cycles[J]. Road Materials and Pavement Design,2023, 24(8): 2027-2047.
[29]STENDARDO L, GASTALDO G, BUDINGER M, et al.Reframing ice adhesion mechanisms on a solid surface[J].Applied Surface Science, 2023, 641: 158462.
[30]GOLOVIN K, DHYANI A, THOULESS M D, et al. Low-interfacial toughness materials for effective large-scaledeicing[J]. Science, 2019, 364(6438): 371-375.
[31]TARPOUDI BAHERI F, POULIKAKOS L D,POULIKAKOS D, et al. Ice adhesion behavior ofheterogeneous bituminous surfaces[J]. Cold RegionsScience and Technology, 2021, 192: 103405.