基于破损指数法的水泥道面预养护最佳时机决策模型
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摘要
为了合理确定军用机场水泥道面预养护最佳时机,在分析现有公路路面和机场道面性能模型的基础上,建立了军用机场道面破损指数与国际平整度指数之间的关系式,结合军用机场水泥道面破损指数衰变模型和破损指数-国际平整度关系式,得到了军用机场水泥道面预养护最佳时机决策模型。基于目前我军仍然主要采用三米直尺进行平整度测试的现状,在大量实测数据的基础上建立了三米直尺平均间隙与国际平整度指数相关关系式,实现了二者之间的转换。基于军用机场水泥道面性能检测数据积累较少的现状,采用空间代时间的方法,对我军使用环境相近的若干个水泥道面的破损状况和平整度数据进行了拟合分析,验证了预养护最佳时机决策模型的正确性,得出了模型的具体参数。通过对破损指数-国际平整度关系式进行二次求导寻找道面破损指数衰变最快的唯一临界值,再由破损指数衰变模型求出该值所对应的使用年限,即为最佳预养护最佳时机。
In order to reasonably determine the best time for preventive maintenance of cement concrete pavement at military airports, the relationship between the pavement damage index and IRI is established on the basis of the analysis of the existing highway and airport pavement performance model. The decision model of preventive maintenance time for cement concrete pavement of military airport is obtained, combined with the pavement damage index decay model and the damage index-IRI relationship. Based on the current situation that our army still mainly uses the three-meter ruler to test the roughness and a large amount of measured data, the correlation between the IRI and the average clearance of the three-meter ruler is established. Based on the fact that the performance data of cement concrete pavement in military airport accumulate less, the damage status and flatness data several airport cement concrete pavements with similar service environment to our army fitted and analyzed using the method of space generation time. The correctness of the preventive maintenance timing model has been verified, and the specific parameters of the model have been obtained. It can be found that the fasted decay threshold of the damage index, unique to that exists, by the damage index-IRI relationship. Then the damage-decay model is used to find out the useful life of this value, which is the best preventive effect maintenance time.
In order to reasonably determine the best time for preventive maintenance of cement concrete pavement at military airports, the relationship between the pavement damage index and IRI is established on the basis of the analysis of the existing highway and airport pavement performance model. The decision model of preventive maintenance time for cement concrete pavement of military airport is obtained, combined with the pavement damage index decay model and the damage index-IRI relationship. Based on the current situation that our army still mainly uses the three-meter ruler to test the roughness and a large amount of measured data, the correlation between the IRI and the average clearance of the three-meter ruler is established. Based on the fact that the performance data of cement concrete pavement in military airport accumulate less, the damage status and flatness data several airport cement concrete pavements with similar service environment to our army fitted and analyzed using the method of space generation time. The correctness of the preventive maintenance timing model has been verified, and the specific parameters of the model have been obtained. It can be found that the fasted decay threshold of the damage index, unique to that exists, by the damage index-IRI relationship. Then the damage-decay model is used to find out the useful life of this value, which is the best preventive effect maintenance time.
引文
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[2] PESHKIN D G,HOERNER T E,ZIMMERMAN K A.Optimal Timing of Pavement Preventive Maintenance Treatment Applications[M].Washington D C:Transportation Research Board,2004.
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[11] 林俊涛,吴少鹏,刘全涛,等.沥青路面功能性预养护材料的养护时机研究[J].中国公路学报,2014,27(9):19-24.LIN J T,WU S P,LIU Q T,et al.Research on Maintenance Time for Functional Preventive Materials in Asphalt Pavement[J].China Journal of Highway and Transport,2014,27(9):19-24.(in Chinese)
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[13] 刘丹.基于时段的沥青路面预防性养护时机与对策[J].交通世界,2017 (23):66-67.LIU D.Timing and Decision of Preventive Maintenance of Asphalt Pavement Based on Time[J].Transpoworld,2017 (23):66-67.(in Chinese)
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[15] LAMPTEY G,LABI S,LI Z Z.Decision Support for Optimal Scheduling of Highway Pavement Preventive Maintenance within Resurfacing Cycle[J].Decision Support Systems,2008,46(1):376-387.
[16] 彭海林.基于水泥混凝土路面使用性能指标的预防性养护时机研究[D].长沙:湖南大学,2008.PENG H L.Optimal Timing of Preventive Maintenance Action Based on Performance Index Model for Rigid Pavements [D].Changsha:Hunan University,2008.(in Chinese)
[17] 吴锡蛟,周文献.基于平整度的水泥混凝土路面预防性养护时机确定方法[J].上海公路,2009(2):16-18.WU X J,ZHOU W X.Preventive Maintenance Timing of PCC Pavement Based on PCI-IRI Model[J].Shanghai Highways,2009(2):16-18.(in Chinese)
[18] 高昌,张晨.水泥混凝土路面预养护时机选择和效果分析[J].湖南交通科技,2010,36(2):42-44.GAO C,ZHANG C.Preventive Maintenance Timing and Effect Analysis of Cement Concrete Pavement[J].Hunan Communication Science and Technology,2010,36(2):42-44.(in Chinese)
[19] TYLER A D,CHRISTOPHER M D,BALADI G Y.et al.Selection of Optimum Pavement Treatment Type and Timing at the Project Level [Z].Transportation Research Board Meeting,2011.
[20] 田建文,钱璞.高速公路水泥混凝土路面预防性养护应用技术研究[J].交通标准化,2012,40(3):97-99.TIAN J W,QIAN P.Application Technology of Preventive Maintenance for Expressway Concrete Pavement[J].Communications Standardization,2012,40(3):97-99.(in Chinese)
[21] 刘玉磊.水泥路面预防性养护最佳时机确定的研究[J].黑龙江交通科技,2015,38(1):105.LIU Y L.Study on the Optimal Timing of Preventive Maintenance of Cement Pavement[J].Communications Science and Technology Heilongjiang,2015,38(1):105.(in Chinese)
[22] CHATTI K,LEE D,BALADI G Y.Development of Roughness Thresholds for the Preventive Maintenance Based on Dynamic Loading Considerations and Dam Age Analysis[Z].UMINUMBER,3021803.
[23] 周文献.在最适当的时机养护水泥路[J].中国公路,2007(12):84-85.ZHOU W X.At the Most Appropriate Time to Maintain the Cement Pavement[J].China Highway,2007 (12):84-85.(in Chinese)
[24] 张罗利.军用机场道面养护决策技术体系研究[D].西安:空军工程大学,2012.ZHANG L L.Research on Military Airport Pavement Maintenance Decision Technology System[D].Xi’an:Air Force Engineering University,2012.(in Chinese)
[2] PESHKIN D G,HOERNER T E,ZIMMERMAN K A.Optimal Timing of Pavement Preventive Maintenance Treatment Applications[M].Washington D C:Transportation Research Board,2004.
[3] THOMAS J W,MARK W,ROGER C O,et al.Preventive Maintenance Best Management Practices of Hot Mix Asphalt Pavements[R].St Paul:Minnesota Department of Transportation,2009.
[4] HAIDER S W,DWAIKAT M B.Estimating Optimum Timing for Preventive Maintenance Treatment to Mitigate Pavement Roughness[J].Journal of the Transportation Research Board,2011,2235(1):43-53.
[5] BEIN P.Uncertainty,Time,and Risk in the Optimization of Maintenance and Rehabilitation of Pavements[J].Canadian Journal of Civil Engineering,1984,11(2):308-323.
[6] LI H M,NI F J.Investigation into Application Time of Highway Asphalt Pavement Preventive Maintenance Treatments[C]//15th Cota International Conference of Transportation Professionals.Beijing,China:[s.n.],2015:938-948.
[7] ANDERSON R M,BLANKENSHIP P B,KING G N.Using Asphalt Binder Properties as an Indicator of Oxidative Aging and the Proper Timing of Preventive Maintenance for Asphalt Pavement[Z].Canadian Technical Asphalt Association,2015.
[8] 姚玉玲,李学红,张毕超,等.沥青路面预养护最佳时机综合评价指标体系[J].交通运输工程学报,2007,7(5):48-53.YAO Y L,LI X H,ZHANG B C,et al.Integrative Evaluation Index System for Preventive Maintenance Timing of Asphalt Pavement[J].Journal of Traffic and Transportation Engineering,2007,7(5):48-53.(in Chinese)
[9] 王笑风.沥青路面最佳预防性养护时机决策模型[J].长安大学学报(自然科学版),2011,31(3):7-12.WANG X F.Model to Decide Optimal Timing of Asphalt Pavement Preventive Maintenance[J].Journal of Chang’an University(Natural Science Edition),2011,31(3):7-12.(in Chinese)
[10] 党永明.沧州市沥青路面预防性养护时机与对策优化研究[D].天津:河北工业大学,2014.DANG Y M.Research on Timing of Asphalt Pavement Preventive Maintenance and Optimal Treatment in the City of Cangzhou[D].Tianjin:Hebei University of Technology,2014 .(in Chinese)
[11] 林俊涛,吴少鹏,刘全涛,等.沥青路面功能性预养护材料的养护时机研究[J].中国公路学报,2014,27(9):19-24.LIN J T,WU S P,LIU Q T,et al.Research on Maintenance Time for Functional Preventive Materials in Asphalt Pavement[J].China Journal of Highway and Transport,2014,27(9):19-24.(in Chinese)
[12] 许德录.沥青路面预养护最佳时机的确定方法研究[J].公路交通科技(应用技术版),2015 (11):63-66.XU D L.Study on Determining Timing of Preventive Maintenance of Asphalt Pavement[J].Journal of Highway and Transportation Research and Development(Application Technical Edition),2015 (11):63-66.(in Chinese)
[13] 刘丹.基于时段的沥青路面预防性养护时机与对策[J].交通世界,2017 (23):66-67.LIU D.Timing and Decision of Preventive Maintenance of Asphalt Pavement Based on Time[J].Transpoworld,2017 (23):66-67.(in Chinese)
[14] 凌建明,官盛飞,张昌尧.水泥混凝土路面预防性养护技术研究[J].中国市政工程,2008(2):77-80.LING J M,GUAN S F,ZHANG C Y.Studies on Precuring of Cement Concrete Pavements[J].China Municipal Engineering,2008(2):77-80 .(in Chinese)
[15] LAMPTEY G,LABI S,LI Z Z.Decision Support for Optimal Scheduling of Highway Pavement Preventive Maintenance within Resurfacing Cycle[J].Decision Support Systems,2008,46(1):376-387.
[16] 彭海林.基于水泥混凝土路面使用性能指标的预防性养护时机研究[D].长沙:湖南大学,2008.PENG H L.Optimal Timing of Preventive Maintenance Action Based on Performance Index Model for Rigid Pavements [D].Changsha:Hunan University,2008.(in Chinese)
[17] 吴锡蛟,周文献.基于平整度的水泥混凝土路面预防性养护时机确定方法[J].上海公路,2009(2):16-18.WU X J,ZHOU W X.Preventive Maintenance Timing of PCC Pavement Based on PCI-IRI Model[J].Shanghai Highways,2009(2):16-18.(in Chinese)
[18] 高昌,张晨.水泥混凝土路面预养护时机选择和效果分析[J].湖南交通科技,2010,36(2):42-44.GAO C,ZHANG C.Preventive Maintenance Timing and Effect Analysis of Cement Concrete Pavement[J].Hunan Communication Science and Technology,2010,36(2):42-44.(in Chinese)
[19] TYLER A D,CHRISTOPHER M D,BALADI G Y.et al.Selection of Optimum Pavement Treatment Type and Timing at the Project Level [Z].Transportation Research Board Meeting,2011.
[20] 田建文,钱璞.高速公路水泥混凝土路面预防性养护应用技术研究[J].交通标准化,2012,40(3):97-99.TIAN J W,QIAN P.Application Technology of Preventive Maintenance for Expressway Concrete Pavement[J].Communications Standardization,2012,40(3):97-99.(in Chinese)
[21] 刘玉磊.水泥路面预防性养护最佳时机确定的研究[J].黑龙江交通科技,2015,38(1):105.LIU Y L.Study on the Optimal Timing of Preventive Maintenance of Cement Pavement[J].Communications Science and Technology Heilongjiang,2015,38(1):105.(in Chinese)
[22] CHATTI K,LEE D,BALADI G Y.Development of Roughness Thresholds for the Preventive Maintenance Based on Dynamic Loading Considerations and Dam Age Analysis[Z].UMINUMBER,3021803.
[23] 周文献.在最适当的时机养护水泥路[J].中国公路,2007(12):84-85.ZHOU W X.At the Most Appropriate Time to Maintain the Cement Pavement[J].China Highway,2007 (12):84-85.(in Chinese)
[24] 张罗利.军用机场道面养护决策技术体系研究[D].西安:空军工程大学,2012.ZHANG L L.Research on Military Airport Pavement Maintenance Decision Technology System[D].Xi’an:Air Force Engineering University,2012.(in Chinese)
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