寒区道路排水性沥青稳定碎石基层性能的研究
|
摘要
水损害是沥青路面的主要病害之一，也是导致我国高速公路沥青尤其是寒区道路路面早期损坏的主要原因之一。国内外大量路面损坏状况调查表明，进入路面结构的自由水是造成路面损坏的首要因素。因此，在路面内部设置排水系统将进入到路面结构内的水分及时排除，将极大地改善路面的使用性能和延长道路的使用寿命。排水性沥青稳定碎石基层(简称ATPB)具有排水能力强、施工速度快、便于机械化施工等优点，适宜作为排水基层材料，作为沥青混凝土路面的排水层。
目前，公路发达国家对排水性路面已经开展了广泛的研究，国内的试验路也大都集中在南方几省，寒区排水性路面的铺筑则刚刚起步。本文根据北方的气候特点，通过三种级配的开级配沥青混合料的室内试验，对排水性沥青稳定碎石的配合比和性能进行研究。采用析漏试验综合考虑马歇尔稳定度指标确定最佳沥青用量；通过室内试验对ATPB的透水性、水稳定性、低温抗裂性、力学性能进行研究，并提出了相应的指标。同时，分析了混合料性能的各影响因素。通过试验，三种级配的混合料性能指标都能达到目标要求。利用层次分析法对混合料各种性能进行对比分析，得出ATPB-25更适合作为寒区沥青路面排水基层的结论。在国内外已铺筑的试验路基础上，对排水性沥青稳定碎石基层的施工提出了一些建议。
The water damage of asphalt pavement has been one of the uppermost disease, also is one of primary reason which cause premature damage in our country highway. The water damage phenomenon is quite serious in cold area of our country. The massive pavement damage condition investigation of domestic and foreign indicated that, the free water enters the pavement structure is the most important factor creates the pavement damage. Therefore, It will improve the pavement performance and extend service of life enormously by establish pavement subdrainage system to remove excessive water to the edge of highway in time.
Currently, it is already extensively launched the application study in road developed country, the trial road is also the mostly concentrated in southern of our country. The paper research ATPB's performance according to the weather characteristics of the north, through experiment. The asphalt treated permeable base (ATPB) material has been widely used due to its high drainability, construction rapidness and convenience. So it is suitable took ATPB as permeable base. The paper made sure the asphalt optimum content based on Binder Drainage Test and marshall stability test then study water permeability, the water stability, the anticracking at low temperature and mechanics performance by experiment, then concluded that ATPB-25 is more suitable as permeable base in cold area. Finally, based on the abroad research,the paper put forward some suggestions about the construction technique that the asphalt treated permeable base.
目前，公路发达国家对排水性路面已经开展了广泛的研究，国内的试验路也大都集中在南方几省，寒区排水性路面的铺筑则刚刚起步。本文根据北方的气候特点，通过三种级配的开级配沥青混合料的室内试验，对排水性沥青稳定碎石的配合比和性能进行研究。采用析漏试验综合考虑马歇尔稳定度指标确定最佳沥青用量；通过室内试验对ATPB的透水性、水稳定性、低温抗裂性、力学性能进行研究，并提出了相应的指标。同时，分析了混合料性能的各影响因素。通过试验，三种级配的混合料性能指标都能达到目标要求。利用层次分析法对混合料各种性能进行对比分析，得出ATPB-25更适合作为寒区沥青路面排水基层的结论。在国内外已铺筑的试验路基础上，对排水性沥青稳定碎石基层的施工提出了一些建议。
The water damage of asphalt pavement has been one of the uppermost disease, also is one of primary reason which cause premature damage in our country highway. The water damage phenomenon is quite serious in cold area of our country. The massive pavement damage condition investigation of domestic and foreign indicated that, the free water enters the pavement structure is the most important factor creates the pavement damage. Therefore, It will improve the pavement performance and extend service of life enormously by establish pavement subdrainage system to remove excessive water to the edge of highway in time.
Currently, it is already extensively launched the application study in road developed country, the trial road is also the mostly concentrated in southern of our country. The paper research ATPB's performance according to the weather characteristics of the north, through experiment. The asphalt treated permeable base (ATPB) material has been widely used due to its high drainability, construction rapidness and convenience. So it is suitable took ATPB as permeable base. The paper made sure the asphalt optimum content based on Binder Drainage Test and marshall stability test then study water permeability, the water stability, the anticracking at low temperature and mechanics performance by experiment, then concluded that ATPB-25 is more suitable as permeable base in cold area. Finally, based on the abroad research,the paper put forward some suggestions about the construction technique that the asphalt treated permeable base.
引文
[1] 王哲人．沥青路面工程．北京：人民交通出版社，2005，3
[2] 沈会安．沥青与沥青混合料路用性能．北京：人民交通出版社，2003，5
[3] 陈栓发，陈华鑫等．沥青混合料设计与施工．北京：化学工业出版社，2006，3
[4] The Asphalt Institute. Drainage of asphalt pavement structure (MS-15).Lexington, KY: The Asphalt Institute, 1996
[5] Elmer C. Hansen, Roy Johannesen. Field effects of water pumping beneath concrete pavement slabs. Journal of Transportation Engineering, 1997, 117(6)
[6] 吴昌兴．路面结构排水试验研究．同济大学硕士论文，1997
[7] 黄仰贤著，余定选，齐诚译．路面分析与设计北京：人民交通出版社，1998
[8] 张林洪，吴华会．公路排水设施施工手册．北京：人民交通出版社，2005，3
[9] 张迎春．沥青稳定碎石排水层的设计与试验研究．湖南大学硕士论文．2003，5
[10] 沙庆林．高速公路沥青路面的水破坏及其防治措施(下)．国外公路，2000，20(4)1～5
[11] Hatvey J. Performance of CAL/APT drained and undrained pavements under HVS loading. TRB 981561, 1997, 11
[12] Harvey J. Test result from accelerated pavement test on pavement structure containing asphalt treated permeable base (ATPB)-section 500RF. California: University of California, Berkeley, 1998
[13] Fenella Long. Prediction of pavement fatigue for California deparment of transportation accelerated pavement testing program drained and undrained test sections. TRR 1540, 1997:105～114
[14] Haiping Zhou. Determination of free-draining base materials properties. TRR 1425, 1995: 54～63
[15] Mathis D. M. Permeable base and construction proceeding.In:4th International Conference on Concrete Pavement Design and Rehabilitation. Indiana: Purdue University, 1989:663～670
[16] Harvey J. Asphalt treated permeable base. Virginia: U.S. FHWA Press, 1997
[17] FHWA. Guidelines for design of subsurface drainage system for highway structural sections. Washington, D. C: FHWA, 1973
[18] 姚祖康，公路排水设计手册．北京：人民交通出版社．2002
[19] AASHTO. AASHTO Guide for Design of Pavement Structures. Washington, D.C,1992
[20] Randolph, B.W., et al. Laboratory study of hydraulic conductivity for course aggregate bases. TRR 1519,1996:19～27
[21] Brain W.R. Laboratory study of hydraulic conductivity for coarse aggregate base. TRR 1519,19～27
[22] 黄立葵，张迎春等．沥青稳定碎石透水基层混合料组成设计[J]．中南公路工程．2002，28(4)：8～11
[23] Robert H. Baumgardner, Video Inspection of Highway Edgedrains. International Symposium on Subdrainge in Roadway Pavements and Subgrades, Granada, Spain1998, 515～522
[24] 中华人民共和国行业标准．公路排水设计规范(JTJ 018—97)北京：人民交通出版社，1997
[25] 中华人民共和国行业标准．公路沥青路面施工技术规范(JTG F40—2004)．北京：人民交通出版社，2004
[26] 严军，叶奋等．排水沥青混合料透水性能的评价研究[J]．公路交通科技，2002，19(6)：35～37
[27] 张毅．多年冻土地区沥青混合料低温抗裂性能及配合比设计法研究．长安大学硕士论文，2004，5
[28] 郝培文，刘红瑛．运用蠕变速率评价沥青混合料低温抗裂性能的研究[J]．石油沥青，1994，3
[29] 闵召辉，王晓等．环氧沥青混凝土的蠕变特性试验研究[J]．公路交通科技，2004，1
[30] 周晖．沥青混凝土压缩蠕变性能研究[J]．衡阳工学院学报，1990，(4)，12
[31] ALLEN COOLEY L, RAY BROWN E. Selection and evaluation of a field permeability device for asphalt pavements [R].Auburn: Nation Center for Asphalt Technology, 2000
[32] Lindly J.k.,Ashraf Elsaued. Open grade base make permeameter setup important. Journal of Transportation Engineering,1998,3:144～148
[33] 中华人民共和国行业标准．公路沥青路面设计规范(JTJ 014—97)．北京：人民交通出版社，1997
[34] 王国忠，赵尘等．设置沥青稳定基层的沥青路面结构分析[J]．内蒙古农业大学学报，2005，(26)，3
[35] 姚祖康．公路设计手册．路面．北京：人民交通出版社，1999
[36] 戴为民．多孔沥青混凝土试验研究．公路交通科技，2002，19(6)：17～20
[37] Toshiaki Fujiwara, Seishi Meiarashi, Yoshiharu Namikawa, Masaki Hasebe. Reduction of e quivalent continuous A-weighted sound pressure levels by porous elastic road surface. Applied Acoustics ,2005,66(7):776～778
[38] Wen Guian, Zhang yong, Zhang Yinxi.Rheological characterization of storage-stable SBS-modified asphlt. Polymer Testing, 2002,21:295～302
[39] 沈金安，李普福等．高速公路沥青路面早期损坏分析与防治对策．北京：人民交通出版社，2004
[40] 中华人民共和国行业标准．公路工程沥青及沥青混合料试验规程(JTJ052-2000)．北京：人民交通出版社，2000
[41] 张宜洛，郝培文等．透水性沥青混合料路用性能的研究[J]．西安公路交通大学学报，1999，19(3)：14～17
[42] 牛俊明，赵平均等．排水性沥青混合料抗滑层设计方法研究[J]．西安交通大学学报，1997，17(1)：12～16
[43] 杜顺成．沥青稳定碎石排水层性能研究．长安大学硕士学位论文，2003，4
[44] 谢洪斌，姚祖康．沥青稳定碎石排水层材料的透水能力．中国公路学报，2000，13 (2)：20～23
[45] 沈金安．沥青及沥青混合料路用性能．北京：人民交通出版社，2001
[46] 申爱琴，蒋庆华．沥青混合料低温抗裂性能评价及影响因素[J]．长安大学学报(自然科学版)，2004(5)：2～6
[47] S. Meiarashi, M.Ishida. T. Fujiwara. M.Hasebe & Nakatsuji. Quantitative Comparison between Noise Reduction Factions of Drainage Asphalt Pavement. Applied Acoustics,1995,44:165～179
[48] 张熙颖．沥青混合料低温抗裂性能研究及粘弹性分析．吉林大学硕士论文，2005，4
[49] 吕伟民．沥青与沥青混合料．上海：同济大学出版社，2000
[50] 姚祖康，毕艳祥等．沥青碎石排水基层的设计与施工[J]．公路，2001，12
[51] Kevin D. Hall, Nataraj Banihatti. Structural Design of Portland Cement Concrete Overlays for Pavements [J]. FINAL REPORT, 1998,(8):81～94
[52] Mostafa M, Elseifi. A Simplified Overlay Design Model against Reflective Cracking Utilizing Service Life Prediction [J].Transportation Research Board 82nd Annual Meeting,2003:61～71
[2] 沈会安．沥青与沥青混合料路用性能．北京：人民交通出版社，2003，5
[3] 陈栓发，陈华鑫等．沥青混合料设计与施工．北京：化学工业出版社，2006，3
[4] The Asphalt Institute. Drainage of asphalt pavement structure (MS-15).Lexington, KY: The Asphalt Institute, 1996
[5] Elmer C. Hansen, Roy Johannesen. Field effects of water pumping beneath concrete pavement slabs. Journal of Transportation Engineering, 1997, 117(6)
[6] 吴昌兴．路面结构排水试验研究．同济大学硕士论文，1997
[7] 黄仰贤著，余定选，齐诚译．路面分析与设计北京：人民交通出版社，1998
[8] 张林洪，吴华会．公路排水设施施工手册．北京：人民交通出版社，2005，3
[9] 张迎春．沥青稳定碎石排水层的设计与试验研究．湖南大学硕士论文．2003，5
[10] 沙庆林．高速公路沥青路面的水破坏及其防治措施(下)．国外公路，2000，20(4)1～5
[11] Hatvey J. Performance of CAL/APT drained and undrained pavements under HVS loading. TRB 981561, 1997, 11
[12] Harvey J. Test result from accelerated pavement test on pavement structure containing asphalt treated permeable base (ATPB)-section 500RF. California: University of California, Berkeley, 1998
[13] Fenella Long. Prediction of pavement fatigue for California deparment of transportation accelerated pavement testing program drained and undrained test sections. TRR 1540, 1997:105～114
[14] Haiping Zhou. Determination of free-draining base materials properties. TRR 1425, 1995: 54～63
[15] Mathis D. M. Permeable base and construction proceeding.In:4th International Conference on Concrete Pavement Design and Rehabilitation. Indiana: Purdue University, 1989:663～670
[16] Harvey J. Asphalt treated permeable base. Virginia: U.S. FHWA Press, 1997
[17] FHWA. Guidelines for design of subsurface drainage system for highway structural sections. Washington, D. C: FHWA, 1973
[18] 姚祖康，公路排水设计手册．北京：人民交通出版社．2002
[19] AASHTO. AASHTO Guide for Design of Pavement Structures. Washington, D.C,1992
[20] Randolph, B.W., et al. Laboratory study of hydraulic conductivity for course aggregate bases. TRR 1519,1996:19～27
[21] Brain W.R. Laboratory study of hydraulic conductivity for coarse aggregate base. TRR 1519,19～27
[22] 黄立葵，张迎春等．沥青稳定碎石透水基层混合料组成设计[J]．中南公路工程．2002，28(4)：8～11
[23] Robert H. Baumgardner, Video Inspection of Highway Edgedrains. International Symposium on Subdrainge in Roadway Pavements and Subgrades, Granada, Spain1998, 515～522
[24] 中华人民共和国行业标准．公路排水设计规范(JTJ 018—97)北京：人民交通出版社，1997
[25] 中华人民共和国行业标准．公路沥青路面施工技术规范(JTG F40—2004)．北京：人民交通出版社，2004
[26] 严军，叶奋等．排水沥青混合料透水性能的评价研究[J]．公路交通科技，2002，19(6)：35～37
[27] 张毅．多年冻土地区沥青混合料低温抗裂性能及配合比设计法研究．长安大学硕士论文，2004，5
[28] 郝培文，刘红瑛．运用蠕变速率评价沥青混合料低温抗裂性能的研究[J]．石油沥青，1994，3
[29] 闵召辉，王晓等．环氧沥青混凝土的蠕变特性试验研究[J]．公路交通科技，2004，1
[30] 周晖．沥青混凝土压缩蠕变性能研究[J]．衡阳工学院学报，1990，(4)，12
[31] ALLEN COOLEY L, RAY BROWN E. Selection and evaluation of a field permeability device for asphalt pavements [R].Auburn: Nation Center for Asphalt Technology, 2000
[32] Lindly J.k.,Ashraf Elsaued. Open grade base make permeameter setup important. Journal of Transportation Engineering,1998,3:144～148
[33] 中华人民共和国行业标准．公路沥青路面设计规范(JTJ 014—97)．北京：人民交通出版社，1997
[34] 王国忠，赵尘等．设置沥青稳定基层的沥青路面结构分析[J]．内蒙古农业大学学报，2005，(26)，3
[35] 姚祖康．公路设计手册．路面．北京：人民交通出版社，1999
[36] 戴为民．多孔沥青混凝土试验研究．公路交通科技，2002，19(6)：17～20
[37] Toshiaki Fujiwara, Seishi Meiarashi, Yoshiharu Namikawa, Masaki Hasebe. Reduction of e quivalent continuous A-weighted sound pressure levels by porous elastic road surface. Applied Acoustics ,2005,66(7):776～778
[38] Wen Guian, Zhang yong, Zhang Yinxi.Rheological characterization of storage-stable SBS-modified asphlt. Polymer Testing, 2002,21:295～302
[39] 沈金安，李普福等．高速公路沥青路面早期损坏分析与防治对策．北京：人民交通出版社，2004
[40] 中华人民共和国行业标准．公路工程沥青及沥青混合料试验规程(JTJ052-2000)．北京：人民交通出版社，2000
[41] 张宜洛，郝培文等．透水性沥青混合料路用性能的研究[J]．西安公路交通大学学报，1999，19(3)：14～17
[42] 牛俊明，赵平均等．排水性沥青混合料抗滑层设计方法研究[J]．西安交通大学学报，1997，17(1)：12～16
[43] 杜顺成．沥青稳定碎石排水层性能研究．长安大学硕士学位论文，2003，4
[44] 谢洪斌，姚祖康．沥青稳定碎石排水层材料的透水能力．中国公路学报，2000，13 (2)：20～23
[45] 沈金安．沥青及沥青混合料路用性能．北京：人民交通出版社，2001
[46] 申爱琴，蒋庆华．沥青混合料低温抗裂性能评价及影响因素[J]．长安大学学报(自然科学版)，2004(5)：2～6
[47] S. Meiarashi, M.Ishida. T. Fujiwara. M.Hasebe & Nakatsuji. Quantitative Comparison between Noise Reduction Factions of Drainage Asphalt Pavement. Applied Acoustics,1995,44:165～179
[48] 张熙颖．沥青混合料低温抗裂性能研究及粘弹性分析．吉林大学硕士论文，2005，4
[49] 吕伟民．沥青与沥青混合料．上海：同济大学出版社，2000
[50] 姚祖康，毕艳祥等．沥青碎石排水基层的设计与施工[J]．公路，2001，12
[51] Kevin D. Hall, Nataraj Banihatti. Structural Design of Portland Cement Concrete Overlays for Pavements [J]. FINAL REPORT, 1998,(8):81～94
[52] Mostafa M, Elseifi. A Simplified Overlay Design Model against Reflective Cracking Utilizing Service Life Prediction [J].Transportation Research Board 82nd Annual Meeting,2003:61～71