多雨地区高等级公路透水基层结构与材料研究
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摘要
在路面结构内部设置透水基层,将极大改善路面结构的使用性能和延长道路使用寿命。论文从路面水损坏的原因入手,对两种透水基层材料进行了试验研究和结构力学分析。
对水泥稳定碎石透水材料和沥青稳定碎石透水材料组成进行了室内试验设计。对两种透水材料的透水性能、力学性能进行了各种因素的影响分析,研究了其变化规律。提出了两种透水材料的评价指标。利用多目标决策方法——TOPSIS方法对透水材料组成进行了综合评价,验证了该方法的有效性。
本文进行了沥青稳定碎石透水基层水泥混凝土路面结构在车轮荷载作用下应力分析的初步探索,在面层和透水基层参数变化的情况下,利用ANSYS软件分析得出路面结构荷载应力的变化规律。
基层反射裂缝在沥青路面裂缝中占有很大的比例,本文研究了两种透水基层裂缝对沥青路面的影响,判断出沥青稳定碎石透水基层对沥青路面反射裂缝的影响要小于水泥稳定碎石透水基层。并对水泥稳定碎石基层沥青路面结构提出了改进措施。
Improving the working performance of the pavement structure and prolong the pavement service life will be expected by setting up the permeable base layer in the interior of pavement structure. Based on the water damage factor of pavement, the experimental study and structure mechanics analysis on two kinds of permeable base layer material is developed in this thesis.
An laboratory on the cement stabilized crushed stone permeable material and the asphalt stabilized crushed stone permeable material has been designed. It shows influence factors on the water permeability and mechanics performance of two kinds of materials, its change rules etc. Some evaluation indexes on these permeable materials are proposed. An quality synthetic evaluation to the permeable material composition is proposed by the Multi-objective decisionmethod------TOPSIS method. Experiments shows the proposed method iseffective.
An initiatory study on the stress analysis of cement concrete pavement with asphalt stabilized crushed stone permeable under vehicular load: a change rule of structure load stress with different slabs and permeable base layers computed by ANSYS is showed in this thesis.
The base reflection crack holds the very great proportion in the asphalt pavement crack, the influence of two kinds of permeable base layer crack to the asphalt pavement is discussed. It concludes that the influence to asphalt pavement reflection crack caused by asphalt stabilized crushed stone permeable base is less than the one caused by cement stabilized crushed stone permeable base. And an improving measure to the asphalt pavement structure with cement stabilized crushed stone base layer is proposed in this thesis.
对水泥稳定碎石透水材料和沥青稳定碎石透水材料组成进行了室内试验设计。对两种透水材料的透水性能、力学性能进行了各种因素的影响分析,研究了其变化规律。提出了两种透水材料的评价指标。利用多目标决策方法——TOPSIS方法对透水材料组成进行了综合评价,验证了该方法的有效性。
本文进行了沥青稳定碎石透水基层水泥混凝土路面结构在车轮荷载作用下应力分析的初步探索,在面层和透水基层参数变化的情况下,利用ANSYS软件分析得出路面结构荷载应力的变化规律。
基层反射裂缝在沥青路面裂缝中占有很大的比例,本文研究了两种透水基层裂缝对沥青路面的影响,判断出沥青稳定碎石透水基层对沥青路面反射裂缝的影响要小于水泥稳定碎石透水基层。并对水泥稳定碎石基层沥青路面结构提出了改进措施。
Improving the working performance of the pavement structure and prolong the pavement service life will be expected by setting up the permeable base layer in the interior of pavement structure. Based on the water damage factor of pavement, the experimental study and structure mechanics analysis on two kinds of permeable base layer material is developed in this thesis.
An laboratory on the cement stabilized crushed stone permeable material and the asphalt stabilized crushed stone permeable material has been designed. It shows influence factors on the water permeability and mechanics performance of two kinds of materials, its change rules etc. Some evaluation indexes on these permeable materials are proposed. An quality synthetic evaluation to the permeable material composition is proposed by the Multi-objective decisionmethod------TOPSIS method. Experiments shows the proposed method iseffective.
An initiatory study on the stress analysis of cement concrete pavement with asphalt stabilized crushed stone permeable under vehicular load: a change rule of structure load stress with different slabs and permeable base layers computed by ANSYS is showed in this thesis.
The base reflection crack holds the very great proportion in the asphalt pavement crack, the influence of two kinds of permeable base layer crack to the asphalt pavement is discussed. It concludes that the influence to asphalt pavement reflection crack caused by asphalt stabilized crushed stone permeable base is less than the one caused by cement stabilized crushed stone permeable base. And an improving measure to the asphalt pavement structure with cement stabilized crushed stone base layer is proposed in this thesis.
引文
[1]胡斌,沥青路面柔性基层(沥青稳定碎石)应用研究,长安大学硕士论文
[2]郭留红,高等级公路路面内部排水系统的研究与探讨[J],交通标准化,总124期
[3]资建民,路面结构内部排水系统[J],武汉城市建设学院院报,1999.12:17-19
[4]中华人民共和国交通部,《公路排水设计规范JTJ 018-97》,人民交通出版社,1998
[5]谢洪斌、叶奋、张婧娜,路面结构内部排水系统综述[J],华东公路,1999.12:25-30
[6]广西交通科学研究所,高等级公路水泥混凝土路面贫混凝土基层及排水系统的应用研究,课题研究总结报告,1999.10
[7]郑木莲、徐江萍、王秉纲,大孔隙混凝土排水基层的施工与检测[J],公路,2003.04:16-19
[8]徐世法摘译,透水性沥青面层[J],国外公路,1994(6):39-42
[9]张鹏飞,路面内部排水系统的设计与研究,同济大学博士学位论文,1999.9
[10]吴正光、肖鹏、张磊,水泥混凝土路面损坏原因分析及预防对策[J],华东公路,2001.12:24-28
[11]叶斌,水泥混凝土路面唧泥损坏分析,华东公路,2001.02:47-48
[12]张惠彬、陈冬梅,水泥混凝土路面早期裂缝成因分析及防治措施[J],无锡商业职业技术学院学报,2006.06:32-35
[13]Nader Ghafoori,Shivaji Dutta.Development of No-fines Concrete Pavement Applications.Journal of Transportion Engineering,May/June 1995:283-288
[14]R.L.Terrel.The Role of Pessimum Voids Concept in Understanding Moisture Damage to Concrete Mixture.TRB,1993
[15]袁文华,浅析水对沥青路面的损坏[J],青海交通科技,2004.05:29-31
[16]蔡宏伟,沥青路面水损坏原因及防治[J],科技情报开发与经济,2007.27:15-16
[17]Hansen E.C.Field Effects of Water Pumping beneath Conctrete Pavements Slabs.Journal of Transportation Engineering,ASCE,1991,117(6):679-696
[18]姚祖康,公路排水设计手册,人民交通出版社,2002
[19]AASHTO,AASHTO Guide for design of pavement structural,AASHTO,1986
[20]Ridgewa,H.H.Infiltration of water through the pavement surface,TRR616,1976
[21] FHWA,Guidelines for design of subsurface drainage systems for highway structural sections.Washington,D.C:FHWA,1973
[22]吴东强、杨辉,高等级公路路面内部排水系统的设计分析[J],公路交通技术,2004.12:1-4
[23]温珀玮、李勇政,路面内部排水系统在多雨地区高等级路面的应用与探讨[J],广东公路交通,2003年增刊
[24]Elsayed A.S and J.K.Lindly,Estimating permeability of untreated roadway bases,TRR1519,1996:11-18
[25]Cedergren H.R.,Drainage of highway and airfield pavements.NewYork:John Wiley&Sons,1974
[26]王树森,级配碎石基层材料组成设计与工艺控制的研究[J],公路,2001.02:75-79
[27]吉青克、姚祖康,多孔稳定碎石组成设计[J],同济大学学报,2003,31(2):161-165
[28]General Specification for Civil Engineering Works.HongKong Government,1992
[29]Haiping Zhou,Determination of free-draining base materials properties[M],TRR;1995年
[30]王振忠、潘艳珠,多孔隙水泥稳定碎石排水基层材料组成设计分析[J].黑龙江交通科技,2006.03:23-26
[31]王振忠、潘艳珠,多孔隙水泥稳定碎石排水基层配合比实验研究[J],交通标准化,2007.08:37-40
[32]中华人民共和国国家标准,土工试验方法标准(GBJ123-88),北京:人民交通出版社,1993
[33]吉青克,大孔隙材料室内渗透系数的测定[J],公路交通科技,2002.19:31-34
[34]陈志山,大孔混凝土的透水性及其测定方法[J],混凝土与水泥制品,2001.01:19-20
[35]姚祖康、谢洪斌等,沥青稳定碎石排水层设计[J],上海市公路学会第四届年会学术论文集
[36]Harvey.J,Asphalt treated permeable base.Virginia:U.SFHWA Press,1997
[37]Wen Guian、Zhang Yong、Zhang Yinxi,et al,Rheological characterization of storage-stable SBS-modified asphalts[J][M],Polymer Testing,2002
[38]Hassan,H.F.,et al,Indiana subbdrainage experience and application,TRR1519, 1996:41-50
[39]Hagen M.g.and G.R.Cochan,CoMParison of Pavement Drainage Systems,TRANSPORATION RESEARCH RECORD 1519,1996:1-10
[40]沈金安,开级配多空隙排水型沥青路面[J],国外公路,1994.06:15-20
[41]戴为民,多孔隙沥青混凝土试验研究[J],公路交通科技,2002.19:17-20
[42]王牧、刘长军、刘明,多孔排水性沥青混合料性能的研究[J],公路,1997.05:35-40
[43]黄勇生、项新里,排水沥青路面混合料试验研究[J],国外公路,2001.21:42-47
[44]黄立葵、张迎春、何慧斌、万剑平,沥青稳定碎石透水基层混合料组成设计的研究,中南公路工程,2003.12:8-10
[45]宋子房、昌宏哲、赵孝峰,沥青处治碎石透水基层材料的配合比设计研究[J],公路,2001.9:13-16
[46]张擎、陈军、田波,贫混凝土透水基层材料配合比设计方法研究[J],公路交通科技,2006.6:21-25
[47]The Asphalt Intitute,Mix Design Methods for Asphalt Concrete and Other Hot-mix Types(MS-2).Lexington,KY:The Asphalt Institute,1979
[48]Brain W.R.,Laboratory study of hydraulic conductivity for coarse aggregate bases.TRR 1519,1996:19-27
[49]Haiping Zhou,Determination of free-draining base materials properties[M],TRR,1995年
[50]日本道路协会,排水性铺装技术指南(案),东京:丸善株式会社,1996
[51]Roberts F.L.,P.S.Kandle,T.W.Kennedy,Hot mix asphalt Materials,Mixture Design,and Construction.Second Edition:NAPA Education Foundation,1996
[52]The Asphalt Institute.Mix design methods for asphalt concrete and other hot-mix types(MS-2).Lexington,KY:The Asphalt Institute,1979
[53]谢宏斌、张南鹭等,沥青处治排水层材料室内成型方法的研究[J],石油沥青,1999.13:7-11
[54]吕文江、伍石生、戴经梁,透水基层材料渗透系数测试[J],长安大学学报,2003.3:34-37
[55]许永、张海东、李强、赵鸿铎,高等级公路路面渗水试验分析[J],中国市政工程, 2005.3:6-10
[56]谢洪斌、姚祖康、庄少勤、田赛勇,沥青稳定碎石排水层材料的抗压回弹模量[J],公路交通科技,2001.8:4-7
[57]徐玖平,吴巍.多属性决策的理论与方法[M].北京:清华大学出版社,2006:73-77
[58]毕艳祥、姚祖康、郭亚兵,设排水层的半刚性基层沥青路面结构分析[J],中国公路学报,2001.14(3):17-20
[59]沙庆林,高等级公路半刚性基层沥青路面[M],北京:人民交通出版社,1999
[60]Mostafa M.Elseifi,A Simplified Overlay Design Model against Reflective Cracking Utilizing Service Life Prediction[M],Transportation Research Board 82nd Annual Meeting,2003
[61]吴中伟,高性能混凝土及其矿物细掺料[J],建筑技术,1999.03:6-8
[62]吕伟民,沥青混合料设计原理与方法[M],同济大学出版社,2001:114-131
[2]郭留红,高等级公路路面内部排水系统的研究与探讨[J],交通标准化,总124期
[3]资建民,路面结构内部排水系统[J],武汉城市建设学院院报,1999.12:17-19
[4]中华人民共和国交通部,《公路排水设计规范JTJ 018-97》,人民交通出版社,1998
[5]谢洪斌、叶奋、张婧娜,路面结构内部排水系统综述[J],华东公路,1999.12:25-30
[6]广西交通科学研究所,高等级公路水泥混凝土路面贫混凝土基层及排水系统的应用研究,课题研究总结报告,1999.10
[7]郑木莲、徐江萍、王秉纲,大孔隙混凝土排水基层的施工与检测[J],公路,2003.04:16-19
[8]徐世法摘译,透水性沥青面层[J],国外公路,1994(6):39-42
[9]张鹏飞,路面内部排水系统的设计与研究,同济大学博士学位论文,1999.9
[10]吴正光、肖鹏、张磊,水泥混凝土路面损坏原因分析及预防对策[J],华东公路,2001.12:24-28
[11]叶斌,水泥混凝土路面唧泥损坏分析,华东公路,2001.02:47-48
[12]张惠彬、陈冬梅,水泥混凝土路面早期裂缝成因分析及防治措施[J],无锡商业职业技术学院学报,2006.06:32-35
[13]Nader Ghafoori,Shivaji Dutta.Development of No-fines Concrete Pavement Applications.Journal of Transportion Engineering,May/June 1995:283-288
[14]R.L.Terrel.The Role of Pessimum Voids Concept in Understanding Moisture Damage to Concrete Mixture.TRB,1993
[15]袁文华,浅析水对沥青路面的损坏[J],青海交通科技,2004.05:29-31
[16]蔡宏伟,沥青路面水损坏原因及防治[J],科技情报开发与经济,2007.27:15-16
[17]Hansen E.C.Field Effects of Water Pumping beneath Conctrete Pavements Slabs.Journal of Transportation Engineering,ASCE,1991,117(6):679-696
[18]姚祖康,公路排水设计手册,人民交通出版社,2002
[19]AASHTO,AASHTO Guide for design of pavement structural,AASHTO,1986
[20]Ridgewa,H.H.Infiltration of water through the pavement surface,TRR616,1976
[21] FHWA,Guidelines for design of subsurface drainage systems for highway structural sections.Washington,D.C:FHWA,1973
[22]吴东强、杨辉,高等级公路路面内部排水系统的设计分析[J],公路交通技术,2004.12:1-4
[23]温珀玮、李勇政,路面内部排水系统在多雨地区高等级路面的应用与探讨[J],广东公路交通,2003年增刊
[24]Elsayed A.S and J.K.Lindly,Estimating permeability of untreated roadway bases,TRR1519,1996:11-18
[25]Cedergren H.R.,Drainage of highway and airfield pavements.NewYork:John Wiley&Sons,1974
[26]王树森,级配碎石基层材料组成设计与工艺控制的研究[J],公路,2001.02:75-79
[27]吉青克、姚祖康,多孔稳定碎石组成设计[J],同济大学学报,2003,31(2):161-165
[28]General Specification for Civil Engineering Works.HongKong Government,1992
[29]Haiping Zhou,Determination of free-draining base materials properties[M],TRR;1995年
[30]王振忠、潘艳珠,多孔隙水泥稳定碎石排水基层材料组成设计分析[J].黑龙江交通科技,2006.03:23-26
[31]王振忠、潘艳珠,多孔隙水泥稳定碎石排水基层配合比实验研究[J],交通标准化,2007.08:37-40
[32]中华人民共和国国家标准,土工试验方法标准(GBJ123-88),北京:人民交通出版社,1993
[33]吉青克,大孔隙材料室内渗透系数的测定[J],公路交通科技,2002.19:31-34
[34]陈志山,大孔混凝土的透水性及其测定方法[J],混凝土与水泥制品,2001.01:19-20
[35]姚祖康、谢洪斌等,沥青稳定碎石排水层设计[J],上海市公路学会第四届年会学术论文集
[36]Harvey.J,Asphalt treated permeable base.Virginia:U.SFHWA Press,1997
[37]Wen Guian、Zhang Yong、Zhang Yinxi,et al,Rheological characterization of storage-stable SBS-modified asphalts[J][M],Polymer Testing,2002
[38]Hassan,H.F.,et al,Indiana subbdrainage experience and application,TRR1519, 1996:41-50
[39]Hagen M.g.and G.R.Cochan,CoMParison of Pavement Drainage Systems,TRANSPORATION RESEARCH RECORD 1519,1996:1-10
[40]沈金安,开级配多空隙排水型沥青路面[J],国外公路,1994.06:15-20
[41]戴为民,多孔隙沥青混凝土试验研究[J],公路交通科技,2002.19:17-20
[42]王牧、刘长军、刘明,多孔排水性沥青混合料性能的研究[J],公路,1997.05:35-40
[43]黄勇生、项新里,排水沥青路面混合料试验研究[J],国外公路,2001.21:42-47
[44]黄立葵、张迎春、何慧斌、万剑平,沥青稳定碎石透水基层混合料组成设计的研究,中南公路工程,2003.12:8-10
[45]宋子房、昌宏哲、赵孝峰,沥青处治碎石透水基层材料的配合比设计研究[J],公路,2001.9:13-16
[46]张擎、陈军、田波,贫混凝土透水基层材料配合比设计方法研究[J],公路交通科技,2006.6:21-25
[47]The Asphalt Intitute,Mix Design Methods for Asphalt Concrete and Other Hot-mix Types(MS-2).Lexington,KY:The Asphalt Institute,1979
[48]Brain W.R.,Laboratory study of hydraulic conductivity for coarse aggregate bases.TRR 1519,1996:19-27
[49]Haiping Zhou,Determination of free-draining base materials properties[M],TRR,1995年
[50]日本道路协会,排水性铺装技术指南(案),东京:丸善株式会社,1996
[51]Roberts F.L.,P.S.Kandle,T.W.Kennedy,Hot mix asphalt Materials,Mixture Design,and Construction.Second Edition:NAPA Education Foundation,1996
[52]The Asphalt Institute.Mix design methods for asphalt concrete and other hot-mix types(MS-2).Lexington,KY:The Asphalt Institute,1979
[53]谢宏斌、张南鹭等,沥青处治排水层材料室内成型方法的研究[J],石油沥青,1999.13:7-11
[54]吕文江、伍石生、戴经梁,透水基层材料渗透系数测试[J],长安大学学报,2003.3:34-37
[55]许永、张海东、李强、赵鸿铎,高等级公路路面渗水试验分析[J],中国市政工程, 2005.3:6-10
[56]谢洪斌、姚祖康、庄少勤、田赛勇,沥青稳定碎石排水层材料的抗压回弹模量[J],公路交通科技,2001.8:4-7
[57]徐玖平,吴巍.多属性决策的理论与方法[M].北京:清华大学出版社,2006:73-77
[58]毕艳祥、姚祖康、郭亚兵,设排水层的半刚性基层沥青路面结构分析[J],中国公路学报,2001.14(3):17-20
[59]沙庆林,高等级公路半刚性基层沥青路面[M],北京:人民交通出版社,1999
[60]Mostafa M.Elseifi,A Simplified Overlay Design Model against Reflective Cracking Utilizing Service Life Prediction[M],Transportation Research Board 82nd Annual Meeting,2003
[61]吴中伟,高性能混凝土及其矿物细掺料[J],建筑技术,1999.03:6-8
[62]吕伟民,沥青混合料设计原理与方法[M],同济大学出版社,2001:114-131