沥青路面车辙预估方法的现状及其发展趋势
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摘要
对沥青路面车辙预估方法的历史和现状进行了综述和评价,并研究了沥青路面车辙预估方法的发展方向。详细介绍了粘弹性有限元法在车辙预估中的应用原理,研究实例表明,其预估结果与实测值非常接近,说明了粘弹性有限元法在车辙预估中的有效性。
In this paper, the actuality of predicting method of rutting in asphalt pavement is summarized and evaluated. Based on the progress of development of predicting method of rutting in asphalt pavement, the direction of further development is researched. Moreover, the application of viscoelasticity finite element theory and method is particularly introduced. The examples indicate the predicting results by this method are highly reasonable with the experimental data. So, it is testified that viscoelasticity finite element method(FEM)is very effective to predict the rutting phenomenon in asphalt pavement.
In this paper, the actuality of predicting method of rutting in asphalt pavement is summarized and evaluated. Based on the progress of development of predicting method of rutting in asphalt pavement, the direction of further development is researched. Moreover, the application of viscoelasticity finite element theory and method is particularly introduced. The examples indicate the predicting results by this method are highly reasonable with the experimental data. So, it is testified that viscoelasticity finite element method(FEM)is very effective to predict the rutting phenomenon in asphalt pavement.
引文
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眼2演SHRP.PredictionofFatigueCrackingandRuttinginAsphaltPave鄄mentsbySmall-ScaleCentrifugeModels穴SHRP-ID/UFR-91-516雪.眼R演StrategicHighwayResearchProgram熏NationalResearchCouncil熏1991.
眼3演NCHRP.AcceleratedLaboratoryRuttingTests押EvaluationoftheAsphaltPavementAnalyzer穴NCHRP-RPT-508雪.眼R演NationalCooperativeHighwayResearchProgram熏NationalAcademyPress熏2003.
眼4演吕伟民.沥青混合料设计原理与方法眼M演.上海:同济大学出版社,2001.
眼5演徐世法,朱照宏.沥青路面车辙预估方法及控制指标的综述眼J演.华东公路,1991,(8).
眼6演徐世法.高等级道路沥青路面车辙的预估、控制和防治眼D演.上海:同济大学,1992.
眼7演徐世法,朱照宏.高等级公路沥青路面车辙控制措施的探讨眼J演.华东公路,1992,(2).
眼8演徐世法,朱照宏.按粘弹性理论预估沥青路面车辙眼J演.同济大学学报,1990,(9).
眼9演A.Wijeratheetal.PredictionofRuttinginVirginandRecycledAs鄄phaltMixturesforPavementUsingTriaxialTests眼R演.ProceedingsoftheAssociationofAsphaltPavingTechnologist穴AAPT雪熏1987.
眼10演JacobUzan.PredictionofRuttinginAsphaltPavements眼R演.Pro鄄ceedingsoftheAssociationofAsphaltPavingTechnologist穴AAPT雪熏1983.
眼11演许志鸿,郭大智.沥青路面车辙的理论计算眼J演.中国公路学报,1990,(3).
眼12演王勖成,邵敏.有限单元法基本原理和数值方法眼M演.北京:清华大学出版社,1997.
眼13演宋天霞.非线性结构有限元计算眼M演.武汉:华中理工大学出版社,1996.
眼14演张起森.道路工程有限元分析法眼M演.北京:人民交通出版社,1983.
眼15演郑健龙.Burgers粘弹性模型在沥青混合料疲劳特性分析中的应用眼J演.长沙交通学院学报,1995,(11).
眼16演关宏信,郑健龙.沥青路面结构的粘弹性有限元方法眼J演.长沙交通学院学报,2001,(3).
眼17演蔡长展.沥青流变行为对铺面车辙变形之影响眼D演.台湾:台湾国立成功大学土木工程研究所,2002.
眼18演张洪信,陈秉聪.沥青路面粘弹塑性有限元法眼J演.青岛大学学报,2002,(6).
眼19演JianFengHua.FiniteElementModelingandAnalysisofAcceleratedPavementTestingDevicesandRuttingPhenomenon眼D演熏PurdueUniversity熏2000.
眼20演ZhongWu.FiniteElementSimulationofRuttingonSuperpavePavements眼D演熏KANSASSTATEUNIVERSITY熏2001.
眼21演贾乃文.粘塑性力学及工程应用眼M演.北京:地震出版社,2000.
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