基于路面使用性能衰变规律的预防性养护时机研究
|
摘要
我国2000年后建成的高速公路普遍进入维修养护期,在养护经费有限的条件下,为达到最佳的养护效果,保证路面使用性能,延迟路面使用寿命,必须对路面病害产生原因及发展趋势,也就是路面使用性能衰变机制及衰变规律进行研究,从而确定路面最佳的养护时机和养护措施。
本文通过调查和收集云南地区高速公路沥青路面交通量、设计施工资料、路面养护记录及历年路面检测资料,结合云南地区地理、气候特点,分析了路面使用性能变化趋势及典型病害成因。研究了思小高速公路沥青路面芯样的密度、级配、水稳定性、强度、疲劳性能、高温稳定性等材料特性,分析了沥青路面损坏机理,对路面施工质量及其材料性能进行了评价,结合实例确定了沥青路面使用性能影响因素,比较不同沥青路面使用性能预测模型优缺点,选择HDM-4模型来分析云南地区高速公路沥青路面使用性能衰变规律。采用规划求解方法修正HDM-4模型方程,并通过回归分析验证了修正结果,建立了适合云南地区的沥青路面使用性能衰变方程。提出采用国际平整度指数IRI和横向力系数SFC作为预防性养护决策指标,并以思小高速公路为例,采用费用效益分析法确定最佳预防性养护时机。
The expressway constructed after 2000 were entering into maintenance period in our country. In order to achieve the best maintenance effect, make pavement in good condition and delay pavement service life,must determined the optimal timing and measure of pavement maintenance under the condition of limited budget.How to do this was researched by the study of the causes and developing trend of pavement diseases,that is the pavement performance deterioration mechanism and rule.
In this paper, surveyed the expressway in Yunnan province and collected the data of asphalt pavement, such as traffic, design, construction quality and testing. Analysed asphalt pavement performance change trend and found out the causes of typical diseases, which combined with characteristic of geography and climate of Yunnan. Tested pavement core samples of Simao-Xiaomengyang expressway to research the material properties,such as density, gradation, water stability, strength, fatigue performance, the high temperature stability, etc, wich were used to analyse the asphalt pavement damage mechanism and evaluate pavement construction quality.Determined the asphalt pavement performance effect factors and compared the pavement performance models by literature review and example analysis. Thus,choosed HDM-4 model to analyse deterioration rule of asphalt pavement performance. Calibrated the HDM-4 models by Solving methods and verified it by means of regression analysis.Proposed IRI (International Roughness Index) and SFC (Sideway force coefficient) as index for the preventive maintenance decision and determine the optimal preventive maintenance time for Sixiao expressway by benefit-cost analysis.
本文通过调查和收集云南地区高速公路沥青路面交通量、设计施工资料、路面养护记录及历年路面检测资料,结合云南地区地理、气候特点,分析了路面使用性能变化趋势及典型病害成因。研究了思小高速公路沥青路面芯样的密度、级配、水稳定性、强度、疲劳性能、高温稳定性等材料特性,分析了沥青路面损坏机理,对路面施工质量及其材料性能进行了评价,结合实例确定了沥青路面使用性能影响因素,比较不同沥青路面使用性能预测模型优缺点,选择HDM-4模型来分析云南地区高速公路沥青路面使用性能衰变规律。采用规划求解方法修正HDM-4模型方程,并通过回归分析验证了修正结果,建立了适合云南地区的沥青路面使用性能衰变方程。提出采用国际平整度指数IRI和横向力系数SFC作为预防性养护决策指标,并以思小高速公路为例,采用费用效益分析法确定最佳预防性养护时机。
The expressway constructed after 2000 were entering into maintenance period in our country. In order to achieve the best maintenance effect, make pavement in good condition and delay pavement service life,must determined the optimal timing and measure of pavement maintenance under the condition of limited budget.How to do this was researched by the study of the causes and developing trend of pavement diseases,that is the pavement performance deterioration mechanism and rule.
In this paper, surveyed the expressway in Yunnan province and collected the data of asphalt pavement, such as traffic, design, construction quality and testing. Analysed asphalt pavement performance change trend and found out the causes of typical diseases, which combined with characteristic of geography and climate of Yunnan. Tested pavement core samples of Simao-Xiaomengyang expressway to research the material properties,such as density, gradation, water stability, strength, fatigue performance, the high temperature stability, etc, wich were used to analyse the asphalt pavement damage mechanism and evaluate pavement construction quality.Determined the asphalt pavement performance effect factors and compared the pavement performance models by literature review and example analysis. Thus,choosed HDM-4 model to analyse deterioration rule of asphalt pavement performance. Calibrated the HDM-4 models by Solving methods and verified it by means of regression analysis.Proposed IRI (International Roughness Index) and SFC (Sideway force coefficient) as index for the preventive maintenance decision and determine the optimal preventive maintenance time for Sixiao expressway by benefit-cost analysis.
引文
[1]Pavement Preservation:A Road Map for the Future, Preprint for Forum Held October 26-28,1988, Kansas City, MO, Federal Highway Administration, Washington, DC,1999.
[2]Nina McLawhorn.Pavement Preventive Maintenance[R]. Wisconsin Department of Transportation. June 19,2003
[3]Samuel Labi,Kumares C.Sinha,FAsCE.Life-Cyele Evaluation of Flexible Pavement Preventive Maintenance[J].Journal of Transportation Engineering,2005
[4]D.G. PESHKIN, T.E. HOERNER, K.A. ZIMMERMAN.NCHRP REPORT 523:Optimal Timing of Pavement Preventive Maintenance Treatment Applications[R].TRANSPORTATIONG RESEARCH BOARD, WASHINGTON, D.C.,2004
[5]G Morosiuk and H Kerali. The Highway Development and Management Tool-HDM-4. IKRAMU's Seminar on Asphalt Pavement Technology (ISAPT 2001), Kuala Lumpur, October 2001
[6]P A Pienaar, A T Visser, L Dlamini.A COMPARISON OF THE HDM-4 WITH THE HDM-Ⅲ ON A CASE STUDY IN SWAZILAND. South African Transport Conference. July 2000
[7]Henry G R. Kerali. The Highway Development and Management Series, Volume one,A Overview of HDM-4.the World Bank, Washington D.C., the World Road Association (PIARC), Paris,2000
[8]N.D.Lea International Ltd.MODELLING ROAD DETERIORATION AND MAINTENANCE EFFECTS IN HDM-4.RETA 5549-REG Highway Development and Management Research Final Report,1995
[9]Rolt J, C C Parkman. Characterisation of Pavement Strength in HDM-Ⅲ and changes adopted for HDM-4.10th International Conference of the Road Engineering Association of Asia and Australia.2000
[10]Cenek, P.D.. Experimental Design for Determining Calibration Coefficients for HDM-Ⅲ Field Deterioration Models incorporated in RIMS dTIMS. Opus Central Laboratories, Lower Hutt, NZ.2003
[11]Henning T. F. P., Roux D. C..Pavement deterioration models for asphalt-surfaced pavements in New Zealand. NZ Transport Agency research report 367.2008
[12]Henning T.F.P., Dunn R.C.M.,Parkman C.C.,Brass, J.Long-Term Pavement Performance (LTPP) Studies in New Zealand-A Progress Update. NZIHT & Transit NZ 8th Annual Conference.2006
[13]Henning T.F.P., Costello S.B., Watson T.G.. A review of the HDM/dTIMS pavement models based on calibration site data. Land Transport New Zealand Research Report 303.2006
[14]Theunis F.P.Henning.The Development of Pavement Deterioration Models on the State Highway Network of New Zealand. The University of Auckland.2008
[15]Martin, T.. Pavement Behaviour Prediction for Life-cycle Costing. Research Report ARR No.255. Australian Road Research Board Ltd. Victoria, Australia,1994
[16]MARTIN T.,GLEESON B..The Effect of Maintenance on Pavement Performance:The Accelerated Load Pilot Test, ARRB Transport Research Contract Report RC7094B, pp 42 (ARRB TR:Vermont South, Victoria, Australia),1999
[17]YEO R.E.Y., KOH S.L..Impact of New Heavy Vehicles on Pavements and Surfacings-Report on Load Equivalence using ALF,ARRB TR Contract Report for Austroads Project T+E.P.N.504, pp 65(ARRB TR:Vermont South, Victoria,2003
[18]Zahidul Hoque,Tim Martin,Lith Choummanivong.Development of HDM-4 Road Deterioration (RD) Model Calibrations for Sealed Granular and Asphalt Roads. AUSTROADS TECHNICAL REPORT,2008
[19]Martin, T.C., Toole, T., Oliver, J.W.H..The Development of HDM-4 Technology Road Deterioration Models for Australia's Sealed Granular Pavements.6th International Conference on Managing Pavements,TRB,2004
[20]Rohde, G.T.,Wolmerans.I,Sadzik,.E.S.. The calibration and Validation of HDM Performance Models in the Gauteng PMS.21st Annual South African Transport Conference, CSIR, South Africa,2002
[21]Rohde GT, Jooste F,SadzikE and Henning T. The Calibration and Use of HDM-IV Performance Models in a Pavement Management System.4th International Conference on Managing Pavements, Durban, RSA.1998
[22]Kannemeyer L.The Applicability of Published Pavement Deterioration Models for National Roads. University of Pretoria, South Africa,1993
[23]Koji Tsunokawa,Dinh Van Hiep.Riaz Ul-Islam.True Optimization of Pavement Maintenance Options with What-If Models. Computer-Aided Civil and Infrastructure Engineering,2006
[24]Misbah Uddin Khan, Jennaro B. Odoki. Establishing optimal pavement maintenance standards using the HDM-4 Model for Bangladesh. Journal of Civil Engineering (IEB),2010
[25]Ihs, A.,Sjogren L.. An overview of HDM-4 and the Swedish pavement management system. VTI-Infrastructure Maintenance, Linkoping, Sweden,1-31.2003,
[26]Loizos, A., Roberts, J. and Crank, S.. Asphalt pavement deterioration models for mild climates.Proceedings of the 9th International Conference on Asphalt Pavements,2002
[27]林沂贤.HDM-4于台湾地区柔性路面养护工程应用研究[D].国立中央大学：硕士论文,2002
[28]William O.Hadley.SHRP-LTPP Overview:Five-Year Report.Strategic Highway Research Program, National Research Council,SHRP-P-416, Washington,DC,1994
[29]Gary E. Elkins.Long-Term Pavement Performance Compliance with Department of Transportation Information Dissemination Quality Guidelines. Federal Highway Administration, FHWA-HRT-08-065,2008
[30]Strategic Highway Research Program Research Plans, Final Report.Transportation Research Board, National Research Council. Washington, D.C.,1986.
[31]Long-Term Pavement Performance Information Management System:Pavement Performance Database User Reference Guide.Federal Highway Administration, FHWA-RD-03-088,2010
[32]Katharyn L. Bine. SHRP-LTPP International Participation:Five-Year Report. National Research Council SHRP-P-389,Washington, DC,1994
[33]孙立军.沥青路面结构行为理论[M].北京：人民交通出版社.2005
[34]Ghassan Abu-Lebdeh,Rick Lyles, Gilbert Baladi,Kamran Ahmed.LOPMENT OF ALTERNATIVE PAVEMENT DISTRESS INDEX MODELS[R]. Department of Civil & Environmental Engineering,MICHIGAN STATE UNIVERSITY,2003
[35]J.Alan Humphries,P.Eng. Optimization of Pavement Preservation Activities. Annual Conference of the Transportation Association of Canada,2004
[36]COST 324:Long term performance of road pavements, final report of the action. European Commission, Director General for transport,1997.
[37]Hildebrand G.,Nunn M. E..European Co-Operation In Cost 347 Brings ALT Activities Closer Together.Proceedings from the 2nd International APT Conference, Minneapolis, USA,2004.
[38]朱罡.高速公路沥青路面路面管理系统分析与开发[D].长沙理工大学：硕士论文,2008
[39]赵静.沥青路面的使用性能评价和预测模型[D].大连理工大学：硕士论文,2008
[40]武建民.半刚性基层沥青路面使用性能衰变规律研究[D].长安大学：博士论文,2005
[41]张波.沥青路面长期性能研究[D].长安大学：硕士论文,2010
[42]孙立军,刘喜平.路面使用性能标准衰变方程[J].同济大学学报,1995,2(35)：512-518
[43]David Hein,Jean-Martin Croteau.The Impact of Preventive Maintenance Programs on the Condition of roadway networks.the Coordinating Pavement and Maintenance Management with Transportation Asset Management Session of the 2004 Annual Conference of the Transportation Association of Canada Quebec City,2004
[44]Timely Preventive Maintenance for Municipal Roads—A Primer. Federation of Canadian Municipalities and National Research Council.2003
[45]Roger Smith,Thomas Freeman,Olga Pendleton.Pavement Maintenance Effectiveness.Strategic Highway Research Program, National Research Council,SHRP-H-358,Washington,DC,1993
[46]Lynn D. Evans,Cynthia Good Mojab,Arti J.Patel,A. Russel Romine,Kelly L. Smith,Thoams P. Wilson,ERES Consultants Inc.,Savoy,Illinois.Innovative Materials Development and Testing Volume 1:Project Overview.Strategic Highway Research Program, National Research Council,SHRP-H-352,Washington,DC,1993
[47]Federal Highway Administration.Materials and Procedures for Sealing and Filling Cracks in Asphalt-Surfaced Pavements Manual of Practice. Strategic Highway Research Program, National Research Council, FHWA Report No. FHWA-RD-99-147,1999
[48]Eli Cuelho,Robert Mokwa,Michelle Akin.PREVENTIVE MAINTENANCE TREATMENTS OF FLEXIBLE PAVEMENTS:ASYNTHESIS OF HIGHWAY PRACTICE[R].FHWA/MT-06-009/8117-26, Final Report,2006
[49]Deborah A. Carroll, Rita Cheng, Robert J. Eger Ⅲ, Lara Grusczynski,Justin Marlowe,Ali Roohanirad,Hani Titi.Capital Preventive Maintenance[R].Midwest Regional University Transportation Center, Madison.2004
[50]Ghim Ping Ong, Tommy Nantung, Kumares C. Sinha.PAVEMENT PRESERVATION PROGRAM[R]. Indiana Department of Transportation, the Federal Highway Administration,2007
[51]Thomas Wood,Mark Watson,Roger Olson,Erland Lukanen,Mats Wendel.Preventive Maintenance Best Management Practices of Hot Mix Asphalt Pavements[R].Minnesota Department of Transportation,2009
[52]PAVEMENT PRESERVATION GUIDELINES[R].SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION,2010
[53]Fan Peng, Yanfeng Ouyang.PAVEMENT PROGRAM PLANNING BASED ON MULTI-YEAR COST-EFFECTIVENESS ANALYSIS[R]. Illinois Center for Transportation,2010
[54]Scott Shuler, Ph. D., P. E. Evaluation of the Performance, Cost-Effectiveness, and Timing of Various Pavement Preservation Treatments[R].COLORADO DEPARTMENT OF TRANSPORTATION,2010
[55]Hoque Z.,Martin T.C.,Status of Australia's Long Term Pavement Performance Maintenance(LTPPM) Study[J].TRB,6th International Conference on Managing Pavements,2004
[56]Nina McLawhorn.Pavement Preventive Maintenance[R].Wisconsin Department of Transportation.2003
[57]Tommy L. Beatty, Dennis C. Jackson, Dan A. Dawood, Robert A. Ford, James S. Moulthrop, Gary D. Taylor, Frank L. Danchetz, Duane A. Blanck, Jerry M. Fay, David S. Keough, Luis M. Rodriguez, Michael D. Voth,Zane L. Webb.Pavement Preservation Technology in France, South Africa and Australia[R].the Federal Highway Administration, the American Association of State Highway Transportation Officials, and the National Cooperative Highway Research Program, Report #FHWA-PL-03-001,2002.
[58]董瑞琨,孙立军,彭勇,张永兴.基于沥青路面功能性能的预防性养护时机指标[J].地下空间与工程学报,2005,2(1),293-295
[59]任勇.基于生命周期费用的预防性养护时机研究[D].长安大学：硕士论文,2006
[60]洪江.旧沥青路面的评价和预防性养护时机研究[D].长安大学：硕士论文,2007
[61]王丽娟.基于室内疲劳试验的沥青路面预防性养护时机研究[D],长沙理工大学：硕士论文,2008
[62]玉俊杰.基于预防性养护的高速公路沥青路面使用性能评价和预测模型研究[D].北京交通大学：硕士论文,2009
[63]曾峰.沥青路面预防性养护决策方法的研究与技术应用[D].哈尔滨工业大学：博士论文,2009
[64]中华人民共和国交通运输部.JTJ 003—86.公路自然区划标准[S].北京：人民交通出版社,1999
[65]马璐.道路因素对道路交通安全的影响分析[D].长安大学：硕士学位论文,2005
[66]中华人民共和国交通运输部.JTJ 052-2000.公路工程沥青及沥青混合料试验规程[S].北京：人民交通出版社,2006
[67]张登良.沥青路面工程手册[M].北京：人民交通出版社,2004
[68]沈金安.沥青及沥青混合料路用性能[M].北京：人民交通出版社,2003
[69]欧阳杨.大跨径钢箱梁桥面铺装环氧沥青混合料性能研究[D].长安大学：硕士学位论文.2008
[70]贾侃,沙爱民,陆剑卿.半刚性基层材料的有效模量值[J].长安大学学报(自然科学版),2009,1(29)：16-19
[71]张肖宁.实验粘弹原理[M].哈尔滨：哈尔滨船舶工程学院出版社出版,1991
[72]郝培文.沥青与沥青混合料[M].北京：人民交通出版社,2009
[73]徐金枝.泡沫沥青及泡沫沥青冷再生混合料技术性能研究.长安大学：博士论文[D].2007
[74]邢傲雪.乳化(泡沫)沥青冷再生混合料技术性能深入研究[D].长安大学：硕士学位论文.2010
[75]李俊.高等级道路沥青路面车辙研究[D].西安公路学院：硕士论文,1993
[76]中华人民共和国交通运输部.JTG F40-2004沥青路面施工技术规范[S].北京：人民交通出版社.2004
[77]William D. O. Paterson.Road Deterioration and Maintenance Effects:Models for Planning and Management[M]. Baltimore and London, The Johns Hopkins University Press,1987
[78]沈金安.高速公路沥青路面早期损坏分析与防治对策[M].北京：人民交通出版社,2004
[79]沙庆林.高速公路沥青路面早期破坏现象及预防[M].北京：人民交通出版社,2001
[80]潘玉利.路面管理系统原理[M].北京：人民交通出版社,1998
[81]John Oliver, Young Choi, Tim Martin.Asphalt and Seal Life Prediction Models based on Bitumen Hardening[R].AUSTROADS TECHNICAL REPORT,2010
[82]中华人民共和国交通运输部.JTG D50-2006公路沥青路面设计规范[M].北京：人民交通出版社.2006
[83]姚跃凯.新疆地区沥青路面使用性能衰变规律研究[D].长安大学：硕士学位论文.2010
[84]尹健标,王端宜.沥青路面施工离析与早期损坏关系的研究[J].中外公路,2010,2(30)：75-78
[85]田耀刚,韩庆,田世亮,李炜光,郑涛,布赫.半刚性基层沥青路面层间病害调查与研究[J].武汉理工大学学报,2010,4(32)：170-172
[86]Chih-Yuan Chu,Pablo L.,Durango-Cohen.Empirical Comparison of Statistical Pavement Performance Models[J]. JOURNAL OF INFRASTRUCTURE SYSTEMS,ASCE,2008
[87]Ghassan Abu-Lebdeh, Rick Lyles, Gilbert Baladi, Kamran Ahmed.LOPMENT OF ALTERNATIVE PAVEMENT DISTRESS INDEX MODELS[R]. Department of Civil & Environmental Engineering,MICHIGAN STATE UNIVERSITY,2003
[88]Andre-Gilles Dumont, Jean-Claude Turtschy, Thierry Pucci, Marc Fontana. Analyse des modeles de comportement des chaussees:Analyse der Verhaltensmodelle der Fahrbahnen[R]. Vereinigung Schweizerischer Strassenfachleute,2001
[89]Jianhua Li,Stephen T. Muench, Joe P. Mahoney, George C. White, Linda M. Pierce, Nadarajah Sivaneswaran. APPLICATION OF HDM-4 IN THE WSDOT HIGHWAY SYSTEM. Research Project T2695, Task 26, Final Research Report,WA-RD 588.1,2004
[90]Christopher R. Bennett, William D. O. Paterson. The Highway Development and Management Series, Volume five,The Highway Development and Management Series,A Guide to Calibration and Adaptation.The World Bank,2000
[91]广东省交通运输厅.广东省高等级公路沥青路面预防性养护技术手册[s].广州.2010
[92]Paolo CEREA. Preventive Maintenance Treatments on Road Pavements:Multi-Approach Life-Cycle Assessment[D]. POLITECNICO DI MILANO:Corso di Laurea in Ingegneria Civile,2010
[93]Samuel B. Cooper, Louay N. Mohammad.NOVACHIP SURFACE TREATMENT Six Year Evaluation[R]. Louisiana Transportation Research Center,04-2TA report,2004
[94]吴赞平,徐中宁,徐卫东,倪富健.沪宁高速公路微表处实施路段路用性能评价[J].公路,2004,12：191-193
[95]虎增福.对高速公路微表处试验路段的检测和评价[J].石油沥青,2006,21(3)：36-37
[96]罗幸平.超薄磨耗层(NovaChip(?))在京珠北高速公路预防性养护中的应用[D].华南理工大学：专业硕士论文,2009
[2]Nina McLawhorn.Pavement Preventive Maintenance[R]. Wisconsin Department of Transportation. June 19,2003
[3]Samuel Labi,Kumares C.Sinha,FAsCE.Life-Cyele Evaluation of Flexible Pavement Preventive Maintenance[J].Journal of Transportation Engineering,2005
[4]D.G. PESHKIN, T.E. HOERNER, K.A. ZIMMERMAN.NCHRP REPORT 523:Optimal Timing of Pavement Preventive Maintenance Treatment Applications[R].TRANSPORTATIONG RESEARCH BOARD, WASHINGTON, D.C.,2004
[5]G Morosiuk and H Kerali. The Highway Development and Management Tool-HDM-4. IKRAMU's Seminar on Asphalt Pavement Technology (ISAPT 2001), Kuala Lumpur, October 2001
[6]P A Pienaar, A T Visser, L Dlamini.A COMPARISON OF THE HDM-4 WITH THE HDM-Ⅲ ON A CASE STUDY IN SWAZILAND. South African Transport Conference. July 2000
[7]Henry G R. Kerali. The Highway Development and Management Series, Volume one,A Overview of HDM-4.the World Bank, Washington D.C., the World Road Association (PIARC), Paris,2000
[8]N.D.Lea International Ltd.MODELLING ROAD DETERIORATION AND MAINTENANCE EFFECTS IN HDM-4.RETA 5549-REG Highway Development and Management Research Final Report,1995
[9]Rolt J, C C Parkman. Characterisation of Pavement Strength in HDM-Ⅲ and changes adopted for HDM-4.10th International Conference of the Road Engineering Association of Asia and Australia.2000
[10]Cenek, P.D.. Experimental Design for Determining Calibration Coefficients for HDM-Ⅲ Field Deterioration Models incorporated in RIMS dTIMS. Opus Central Laboratories, Lower Hutt, NZ.2003
[11]Henning T. F. P., Roux D. C..Pavement deterioration models for asphalt-surfaced pavements in New Zealand. NZ Transport Agency research report 367.2008
[12]Henning T.F.P., Dunn R.C.M.,Parkman C.C.,Brass, J.Long-Term Pavement Performance (LTPP) Studies in New Zealand-A Progress Update. NZIHT & Transit NZ 8th Annual Conference.2006
[13]Henning T.F.P., Costello S.B., Watson T.G.. A review of the HDM/dTIMS pavement models based on calibration site data. Land Transport New Zealand Research Report 303.2006
[14]Theunis F.P.Henning.The Development of Pavement Deterioration Models on the State Highway Network of New Zealand. The University of Auckland.2008
[15]Martin, T.. Pavement Behaviour Prediction for Life-cycle Costing. Research Report ARR No.255. Australian Road Research Board Ltd. Victoria, Australia,1994
[16]MARTIN T.,GLEESON B..The Effect of Maintenance on Pavement Performance:The Accelerated Load Pilot Test, ARRB Transport Research Contract Report RC7094B, pp 42 (ARRB TR:Vermont South, Victoria, Australia),1999
[17]YEO R.E.Y., KOH S.L..Impact of New Heavy Vehicles on Pavements and Surfacings-Report on Load Equivalence using ALF,ARRB TR Contract Report for Austroads Project T+E.P.N.504, pp 65(ARRB TR:Vermont South, Victoria,2003
[18]Zahidul Hoque,Tim Martin,Lith Choummanivong.Development of HDM-4 Road Deterioration (RD) Model Calibrations for Sealed Granular and Asphalt Roads. AUSTROADS TECHNICAL REPORT,2008
[19]Martin, T.C., Toole, T., Oliver, J.W.H..The Development of HDM-4 Technology Road Deterioration Models for Australia's Sealed Granular Pavements.6th International Conference on Managing Pavements,TRB,2004
[20]Rohde, G.T.,Wolmerans.I,Sadzik,.E.S.. The calibration and Validation of HDM Performance Models in the Gauteng PMS.21st Annual South African Transport Conference, CSIR, South Africa,2002
[21]Rohde GT, Jooste F,SadzikE and Henning T. The Calibration and Use of HDM-IV Performance Models in a Pavement Management System.4th International Conference on Managing Pavements, Durban, RSA.1998
[22]Kannemeyer L.The Applicability of Published Pavement Deterioration Models for National Roads. University of Pretoria, South Africa,1993
[23]Koji Tsunokawa,Dinh Van Hiep.Riaz Ul-Islam.True Optimization of Pavement Maintenance Options with What-If Models. Computer-Aided Civil and Infrastructure Engineering,2006
[24]Misbah Uddin Khan, Jennaro B. Odoki. Establishing optimal pavement maintenance standards using the HDM-4 Model for Bangladesh. Journal of Civil Engineering (IEB),2010
[25]Ihs, A.,Sjogren L.. An overview of HDM-4 and the Swedish pavement management system. VTI-Infrastructure Maintenance, Linkoping, Sweden,1-31.2003,
[26]Loizos, A., Roberts, J. and Crank, S.. Asphalt pavement deterioration models for mild climates.Proceedings of the 9th International Conference on Asphalt Pavements,2002
[27]林沂贤.HDM-4于台湾地区柔性路面养护工程应用研究[D].国立中央大学：硕士论文,2002
[28]William O.Hadley.SHRP-LTPP Overview:Five-Year Report.Strategic Highway Research Program, National Research Council,SHRP-P-416, Washington,DC,1994
[29]Gary E. Elkins.Long-Term Pavement Performance Compliance with Department of Transportation Information Dissemination Quality Guidelines. Federal Highway Administration, FHWA-HRT-08-065,2008
[30]Strategic Highway Research Program Research Plans, Final Report.Transportation Research Board, National Research Council. Washington, D.C.,1986.
[31]Long-Term Pavement Performance Information Management System:Pavement Performance Database User Reference Guide.Federal Highway Administration, FHWA-RD-03-088,2010
[32]Katharyn L. Bine. SHRP-LTPP International Participation:Five-Year Report. National Research Council SHRP-P-389,Washington, DC,1994
[33]孙立军.沥青路面结构行为理论[M].北京：人民交通出版社.2005
[34]Ghassan Abu-Lebdeh,Rick Lyles, Gilbert Baladi,Kamran Ahmed.LOPMENT OF ALTERNATIVE PAVEMENT DISTRESS INDEX MODELS[R]. Department of Civil & Environmental Engineering,MICHIGAN STATE UNIVERSITY,2003
[35]J.Alan Humphries,P.Eng. Optimization of Pavement Preservation Activities. Annual Conference of the Transportation Association of Canada,2004
[36]COST 324:Long term performance of road pavements, final report of the action. European Commission, Director General for transport,1997.
[37]Hildebrand G.,Nunn M. E..European Co-Operation In Cost 347 Brings ALT Activities Closer Together.Proceedings from the 2nd International APT Conference, Minneapolis, USA,2004.
[38]朱罡.高速公路沥青路面路面管理系统分析与开发[D].长沙理工大学：硕士论文,2008
[39]赵静.沥青路面的使用性能评价和预测模型[D].大连理工大学：硕士论文,2008
[40]武建民.半刚性基层沥青路面使用性能衰变规律研究[D].长安大学：博士论文,2005
[41]张波.沥青路面长期性能研究[D].长安大学：硕士论文,2010
[42]孙立军,刘喜平.路面使用性能标准衰变方程[J].同济大学学报,1995,2(35)：512-518
[43]David Hein,Jean-Martin Croteau.The Impact of Preventive Maintenance Programs on the Condition of roadway networks.the Coordinating Pavement and Maintenance Management with Transportation Asset Management Session of the 2004 Annual Conference of the Transportation Association of Canada Quebec City,2004
[44]Timely Preventive Maintenance for Municipal Roads—A Primer. Federation of Canadian Municipalities and National Research Council.2003
[45]Roger Smith,Thomas Freeman,Olga Pendleton.Pavement Maintenance Effectiveness.Strategic Highway Research Program, National Research Council,SHRP-H-358,Washington,DC,1993
[46]Lynn D. Evans,Cynthia Good Mojab,Arti J.Patel,A. Russel Romine,Kelly L. Smith,Thoams P. Wilson,ERES Consultants Inc.,Savoy,Illinois.Innovative Materials Development and Testing Volume 1:Project Overview.Strategic Highway Research Program, National Research Council,SHRP-H-352,Washington,DC,1993
[47]Federal Highway Administration.Materials and Procedures for Sealing and Filling Cracks in Asphalt-Surfaced Pavements Manual of Practice. Strategic Highway Research Program, National Research Council, FHWA Report No. FHWA-RD-99-147,1999
[48]Eli Cuelho,Robert Mokwa,Michelle Akin.PREVENTIVE MAINTENANCE TREATMENTS OF FLEXIBLE PAVEMENTS:ASYNTHESIS OF HIGHWAY PRACTICE[R].FHWA/MT-06-009/8117-26, Final Report,2006
[49]Deborah A. Carroll, Rita Cheng, Robert J. Eger Ⅲ, Lara Grusczynski,Justin Marlowe,Ali Roohanirad,Hani Titi.Capital Preventive Maintenance[R].Midwest Regional University Transportation Center, Madison.2004
[50]Ghim Ping Ong, Tommy Nantung, Kumares C. Sinha.PAVEMENT PRESERVATION PROGRAM[R]. Indiana Department of Transportation, the Federal Highway Administration,2007
[51]Thomas Wood,Mark Watson,Roger Olson,Erland Lukanen,Mats Wendel.Preventive Maintenance Best Management Practices of Hot Mix Asphalt Pavements[R].Minnesota Department of Transportation,2009
[52]PAVEMENT PRESERVATION GUIDELINES[R].SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION,2010
[53]Fan Peng, Yanfeng Ouyang.PAVEMENT PROGRAM PLANNING BASED ON MULTI-YEAR COST-EFFECTIVENESS ANALYSIS[R]. Illinois Center for Transportation,2010
[54]Scott Shuler, Ph. D., P. E. Evaluation of the Performance, Cost-Effectiveness, and Timing of Various Pavement Preservation Treatments[R].COLORADO DEPARTMENT OF TRANSPORTATION,2010
[55]Hoque Z.,Martin T.C.,Status of Australia's Long Term Pavement Performance Maintenance(LTPPM) Study[J].TRB,6th International Conference on Managing Pavements,2004
[56]Nina McLawhorn.Pavement Preventive Maintenance[R].Wisconsin Department of Transportation.2003
[57]Tommy L. Beatty, Dennis C. Jackson, Dan A. Dawood, Robert A. Ford, James S. Moulthrop, Gary D. Taylor, Frank L. Danchetz, Duane A. Blanck, Jerry M. Fay, David S. Keough, Luis M. Rodriguez, Michael D. Voth,Zane L. Webb.Pavement Preservation Technology in France, South Africa and Australia[R].the Federal Highway Administration, the American Association of State Highway Transportation Officials, and the National Cooperative Highway Research Program, Report #FHWA-PL-03-001,2002.
[58]董瑞琨,孙立军,彭勇,张永兴.基于沥青路面功能性能的预防性养护时机指标[J].地下空间与工程学报,2005,2(1),293-295
[59]任勇.基于生命周期费用的预防性养护时机研究[D].长安大学：硕士论文,2006
[60]洪江.旧沥青路面的评价和预防性养护时机研究[D].长安大学：硕士论文,2007
[61]王丽娟.基于室内疲劳试验的沥青路面预防性养护时机研究[D],长沙理工大学：硕士论文,2008
[62]玉俊杰.基于预防性养护的高速公路沥青路面使用性能评价和预测模型研究[D].北京交通大学：硕士论文,2009
[63]曾峰.沥青路面预防性养护决策方法的研究与技术应用[D].哈尔滨工业大学：博士论文,2009
[64]中华人民共和国交通运输部.JTJ 003—86.公路自然区划标准[S].北京：人民交通出版社,1999
[65]马璐.道路因素对道路交通安全的影响分析[D].长安大学：硕士学位论文,2005
[66]中华人民共和国交通运输部.JTJ 052-2000.公路工程沥青及沥青混合料试验规程[S].北京：人民交通出版社,2006
[67]张登良.沥青路面工程手册[M].北京：人民交通出版社,2004
[68]沈金安.沥青及沥青混合料路用性能[M].北京：人民交通出版社,2003
[69]欧阳杨.大跨径钢箱梁桥面铺装环氧沥青混合料性能研究[D].长安大学：硕士学位论文.2008
[70]贾侃,沙爱民,陆剑卿.半刚性基层材料的有效模量值[J].长安大学学报(自然科学版),2009,1(29)：16-19
[71]张肖宁.实验粘弹原理[M].哈尔滨：哈尔滨船舶工程学院出版社出版,1991
[72]郝培文.沥青与沥青混合料[M].北京：人民交通出版社,2009
[73]徐金枝.泡沫沥青及泡沫沥青冷再生混合料技术性能研究.长安大学：博士论文[D].2007
[74]邢傲雪.乳化(泡沫)沥青冷再生混合料技术性能深入研究[D].长安大学：硕士学位论文.2010
[75]李俊.高等级道路沥青路面车辙研究[D].西安公路学院：硕士论文,1993
[76]中华人民共和国交通运输部.JTG F40-2004沥青路面施工技术规范[S].北京：人民交通出版社.2004
[77]William D. O. Paterson.Road Deterioration and Maintenance Effects:Models for Planning and Management[M]. Baltimore and London, The Johns Hopkins University Press,1987
[78]沈金安.高速公路沥青路面早期损坏分析与防治对策[M].北京：人民交通出版社,2004
[79]沙庆林.高速公路沥青路面早期破坏现象及预防[M].北京：人民交通出版社,2001
[80]潘玉利.路面管理系统原理[M].北京：人民交通出版社,1998
[81]John Oliver, Young Choi, Tim Martin.Asphalt and Seal Life Prediction Models based on Bitumen Hardening[R].AUSTROADS TECHNICAL REPORT,2010
[82]中华人民共和国交通运输部.JTG D50-2006公路沥青路面设计规范[M].北京：人民交通出版社.2006
[83]姚跃凯.新疆地区沥青路面使用性能衰变规律研究[D].长安大学：硕士学位论文.2010
[84]尹健标,王端宜.沥青路面施工离析与早期损坏关系的研究[J].中外公路,2010,2(30)：75-78
[85]田耀刚,韩庆,田世亮,李炜光,郑涛,布赫.半刚性基层沥青路面层间病害调查与研究[J].武汉理工大学学报,2010,4(32)：170-172
[86]Chih-Yuan Chu,Pablo L.,Durango-Cohen.Empirical Comparison of Statistical Pavement Performance Models[J]. JOURNAL OF INFRASTRUCTURE SYSTEMS,ASCE,2008
[87]Ghassan Abu-Lebdeh, Rick Lyles, Gilbert Baladi, Kamran Ahmed.LOPMENT OF ALTERNATIVE PAVEMENT DISTRESS INDEX MODELS[R]. Department of Civil & Environmental Engineering,MICHIGAN STATE UNIVERSITY,2003
[88]Andre-Gilles Dumont, Jean-Claude Turtschy, Thierry Pucci, Marc Fontana. Analyse des modeles de comportement des chaussees:Analyse der Verhaltensmodelle der Fahrbahnen[R]. Vereinigung Schweizerischer Strassenfachleute,2001
[89]Jianhua Li,Stephen T. Muench, Joe P. Mahoney, George C. White, Linda M. Pierce, Nadarajah Sivaneswaran. APPLICATION OF HDM-4 IN THE WSDOT HIGHWAY SYSTEM. Research Project T2695, Task 26, Final Research Report,WA-RD 588.1,2004
[90]Christopher R. Bennett, William D. O. Paterson. The Highway Development and Management Series, Volume five,The Highway Development and Management Series,A Guide to Calibration and Adaptation.The World Bank,2000
[91]广东省交通运输厅.广东省高等级公路沥青路面预防性养护技术手册[s].广州.2010
[92]Paolo CEREA. Preventive Maintenance Treatments on Road Pavements:Multi-Approach Life-Cycle Assessment[D]. POLITECNICO DI MILANO:Corso di Laurea in Ingegneria Civile,2010
[93]Samuel B. Cooper, Louay N. Mohammad.NOVACHIP SURFACE TREATMENT Six Year Evaluation[R]. Louisiana Transportation Research Center,04-2TA report,2004
[94]吴赞平,徐中宁,徐卫东,倪富健.沪宁高速公路微表处实施路段路用性能评价[J].公路,2004,12：191-193
[95]虎增福.对高速公路微表处试验路段的检测和评价[J].石油沥青,2006,21(3)：36-37
[96]罗幸平.超薄磨耗层(NovaChip(?))在京珠北高速公路预防性养护中的应用[D].华南理工大学：专业硕士论文,2009
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |