火山灰沥青胶浆路用性能的研究
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摘要
在复杂多变的自然条件和行车荷载的作用下,沥青路面病害现象时有发生。聚合物改性沥青的应用在一定程度上减少了路面早期病害,但同时增加了公路建设成本。矿物填料改性剂被认为是改性沥青研究的一个领域,是提高沥青混合料性能,降低公路建设成本,解决路面早期病害的一个技术途径。
本论文借助先进的试验手段,从新型矿物填料型改性剂火山灰的特性分析入手,以通过改善沥青胶浆实现综合提高沥青混合料的性能为目标,以“沥青胶浆流变特性—沥青胶浆微观机理分析—沥青混合料性能验证”的研究思路为主线,先后进行了火山灰单一改性和火山灰与多种材料复合改性沥青胶浆性能的研究,并随着这一进程配合着不同程度的、从多方面分析火山灰与沥青相互作用的机理和火山灰沥青混合料的各项性能指标的对比试验,指导和验证沥青胶浆改性的研究。
当研究由单一改性进入到火山灰与SBS复合改性沥青胶浆时,不仅胶浆和混合料的高温稳定性能得到明显的提高,同时,低温抗裂性也由基本持平进入到随火山灰的品种而有不同程度的提高。统一高低温性能这一对沥青路面基本矛盾,对于提高东北地区目前以高温车辙和低温开裂为主要病害的重交通道路的使用性能,具有十分重要的现实意义。基于电子显微镜图片的改性机理分析表明,这正是由于不同品种火山灰微孔隙结构的特殊性决定的。
为了更好的发挥火山灰改善沥青混合料的性能,进行了减少细集料、增加火山灰与SBS复合改性沥青胶浆的数量的自调级配的探索性混合料试验,自调级配后混合料高温稳定性与低温抗裂性的显著提高,这提供了一个具有重要理论意义的信息,当沥青胶浆的性能达到一定水平时,传统的沥青混合料设计理论与方法的局限性得以凸显。
本项研究表明采用火山灰不论是单一或复合改性沥青胶浆,沥青混合料的性价比都良好,研究具有实际应用价值;而且基于火山灰和SBS复合改性沥青胶浆的研究提出的复合改性沥青胶浆的概念,有别于传统的偏重发挥比表面能和填充作用的填料型沥青胶浆,具有理论意义和指导深化开发研究的价值。
Asphalt pavement damages occur frequently under the complex and changeful natural conditions and vehicle loads. Application of polymer modified asphalt reduces early damages of pavement to some extent, while increases the construction cost. Mineral filler modifier research is one of the fields of modified asphalt and thought to be one technical approach to improve asphalt mixtures performance, save construction cost and reduce early damage of asphalt pavement.
In virtue of advanced test instruments, based on the characteristics analysis on the fine volcanic ash—a new mineral filler type modifier, in order to achieve a comprehensive improvement of the asphalt mixtures performance through asphalt mastics modification , with a main investigative line " rheological properties of asphalt mastic- microstructure of asphalt mastic-asphalt mixture performance verification ", the paper carries out the study on the effect of sigle modification by fine volcanic ash and composite modification by fine volcanic ash and multi-materials. Simultaneously, interaction mechanism analysis between fine volcanic ash and asphalt and comparison tests of performance index for fine volcanic ash modified asphalt mixture are conducted to guide and verify the study of mastics modification.
Compared with single modification,high temperature stability of composite modified mastics and mixtures by SBS and volcanic ash are increased remarkably, meanwhile, low temperature cracking performance has different degrees of enhancement depending on volcanic ash varieties but not basically equal to mineral powder mastics.Unifying high-and-low temperature performance, the basic contradiction of asphalt pavement, has important practical significance for weight traffic highway section rutted seriously in northeast China. Modification mechanism analysis based on electron microscope scanning demonstrate that it is due to micropore structure particularity of volcanic ashes.
In order to fully explore performance of volcanic ash modified asphalt mixture, a exploratory mixtures test with adjusted aggregate gradation is conducted, reducing fine aggregate proportion and increasing composite modified mastics by SBS and volcanic ash. Results indicate high temperature stability and low temperature cracking resistance of adjusted mixtures are significantly improved ,which implies one important message:there exhibited some limitations about traditional design theory and method of asphalt mixtures when asphalt mastic performance reaches a certain level.
The paper shows asphalt mixtures with volcanic ash singlely or compositely modified mastics both have good performance-price ratio and the study has actual application value. The concept of composite modified asphalt mastic, distinctive from traditional mineral filler type asphalt mastic which mainly emphasizes the specific surface energy and filling effect of fillers, is brought forward based on example of composite modified asphalt mastic with SBS and volcanic ash , and it has theoretical value.
本论文借助先进的试验手段,从新型矿物填料型改性剂火山灰的特性分析入手,以通过改善沥青胶浆实现综合提高沥青混合料的性能为目标,以“沥青胶浆流变特性—沥青胶浆微观机理分析—沥青混合料性能验证”的研究思路为主线,先后进行了火山灰单一改性和火山灰与多种材料复合改性沥青胶浆性能的研究,并随着这一进程配合着不同程度的、从多方面分析火山灰与沥青相互作用的机理和火山灰沥青混合料的各项性能指标的对比试验,指导和验证沥青胶浆改性的研究。
当研究由单一改性进入到火山灰与SBS复合改性沥青胶浆时,不仅胶浆和混合料的高温稳定性能得到明显的提高,同时,低温抗裂性也由基本持平进入到随火山灰的品种而有不同程度的提高。统一高低温性能这一对沥青路面基本矛盾,对于提高东北地区目前以高温车辙和低温开裂为主要病害的重交通道路的使用性能,具有十分重要的现实意义。基于电子显微镜图片的改性机理分析表明,这正是由于不同品种火山灰微孔隙结构的特殊性决定的。
为了更好的发挥火山灰改善沥青混合料的性能,进行了减少细集料、增加火山灰与SBS复合改性沥青胶浆的数量的自调级配的探索性混合料试验,自调级配后混合料高温稳定性与低温抗裂性的显著提高,这提供了一个具有重要理论意义的信息,当沥青胶浆的性能达到一定水平时,传统的沥青混合料设计理论与方法的局限性得以凸显。
本项研究表明采用火山灰不论是单一或复合改性沥青胶浆,沥青混合料的性价比都良好,研究具有实际应用价值;而且基于火山灰和SBS复合改性沥青胶浆的研究提出的复合改性沥青胶浆的概念,有别于传统的偏重发挥比表面能和填充作用的填料型沥青胶浆,具有理论意义和指导深化开发研究的价值。
Asphalt pavement damages occur frequently under the complex and changeful natural conditions and vehicle loads. Application of polymer modified asphalt reduces early damages of pavement to some extent, while increases the construction cost. Mineral filler modifier research is one of the fields of modified asphalt and thought to be one technical approach to improve asphalt mixtures performance, save construction cost and reduce early damage of asphalt pavement.
In virtue of advanced test instruments, based on the characteristics analysis on the fine volcanic ash—a new mineral filler type modifier, in order to achieve a comprehensive improvement of the asphalt mixtures performance through asphalt mastics modification , with a main investigative line " rheological properties of asphalt mastic- microstructure of asphalt mastic-asphalt mixture performance verification ", the paper carries out the study on the effect of sigle modification by fine volcanic ash and composite modification by fine volcanic ash and multi-materials. Simultaneously, interaction mechanism analysis between fine volcanic ash and asphalt and comparison tests of performance index for fine volcanic ash modified asphalt mixture are conducted to guide and verify the study of mastics modification.
Compared with single modification,high temperature stability of composite modified mastics and mixtures by SBS and volcanic ash are increased remarkably, meanwhile, low temperature cracking performance has different degrees of enhancement depending on volcanic ash varieties but not basically equal to mineral powder mastics.Unifying high-and-low temperature performance, the basic contradiction of asphalt pavement, has important practical significance for weight traffic highway section rutted seriously in northeast China. Modification mechanism analysis based on electron microscope scanning demonstrate that it is due to micropore structure particularity of volcanic ashes.
In order to fully explore performance of volcanic ash modified asphalt mixture, a exploratory mixtures test with adjusted aggregate gradation is conducted, reducing fine aggregate proportion and increasing composite modified mastics by SBS and volcanic ash. Results indicate high temperature stability and low temperature cracking resistance of adjusted mixtures are significantly improved ,which implies one important message:there exhibited some limitations about traditional design theory and method of asphalt mixtures when asphalt mastic performance reaches a certain level.
The paper shows asphalt mixtures with volcanic ash singlely or compositely modified mastics both have good performance-price ratio and the study has actual application value. The concept of composite modified asphalt mastic, distinctive from traditional mineral filler type asphalt mastic which mainly emphasizes the specific surface energy and filling effect of fillers, is brought forward based on example of composite modified asphalt mastic with SBS and volcanic ash , and it has theoretical value.
引文
1沙庆林.高速公路沥青混凝土路面的早期破坏[J].公路. 2004, (11): 1~4
2沈金安.改性沥青与SMA路面[M].北京:人民交通出版社. 1999: 38~42
3张贤康.硅藻土材料对沥青混合料性能的影响[D].重庆交通大学. 2008:3~8
4刘丽,李剑.硅藻土改性沥青机理及性能研究[R].研究报告. 2002:1~4
5刘大梁,刘清华等.硅藻土改性沥青应用研究[J].长沙理工大学学报, 2004, (2):10~12
6刘远才.硅改沥青在云南高等级公路中的应用[J].公路, 2003, (9):163
7 Kletzman J H, Roodier C E. Effect of diatomite filler on performance of asphalt Pavements. Transportation Research Record. 1984:1~15
8王宇楠.硅藻土改性沥青混合料性能的研究[D].吉林大学硕士论文. 2006.7~15
9 Wasage, T.L.J.; Kazatchkov, I.B.; Stastna, J.; Zanzotto, L. Analysis of asphalt binder and mixture rutting potential from dynamic creep tests. Annual Conference of the Canadian Society for Civil Engineering 2008". June 2008
10苏凯,孙立军,王永新等.行车荷载及路面结构对车辙影响的有限元分析[J].同济大学学报(自然科学版). 2007,35(2):187~192
11付丽红,曹海利.组合式沥青路面结构特性研究[J].华东公路. 2007,(3).1~3
12严家伋.道路建筑材料[M].北京:人民交通出版社, 2001:182~183
13李智慧,谭忆秋,周兴业.沥青胶浆高低温性能评价体系的研究[J].石油沥青. 2005,19(5):15~18
14吕伟民.沥青粘滞性对混合料蠕变特性的影响[J].石油炼制与化工. 1996,27(3):54~57
15王燕琴译.以蠕变试验为基础的沥青路面车辙预估[J] .国外公路, 1987, 12(2):88~91
16 Ann M.Brach.Interim Planning for a Future Strategic Highway Research Program.National Cooperative Highway Research Program Report 510.Washington,D.C.Transportation Research Board of the National Academies. 2003: 37~40
17于漧.路用沥青混合料填料的研究[J].云南建材, 2001,(4):37~38
18 ABBAs A,MAsAD E,PAPAGIANNAKIs T,et a1.Modelling Asphalt MasticStiffness Using Discrete Element Analysis and Micmmechanics-based Models[J].Intemational Journal of Pavement Engineering, 2005,6(2):137~146
19李晓民.基于流变特性的沥青胶浆评价方法及性能的研究[D].哈尔滨工业大学, 2006:15~52
20王发洲,丁庆军,余剑英,张厚记.矿粉活化改善沥青胶浆性能的研究[J].石油沥青. 2002, (4):21~25
21姚爱玲,徐德龙,孙治军.矿渣粉作为填料的沥青混合料性能试验[J].中国公路学报. 2006,19(6):25-29
22李平,芦军,张争奇等.沥青混合料用矿粉性能指标研究[J].中国公路学报. 2008,21(4):6~11
23刘丽,郝培文,肖庆一等.沥青胶浆高温性能及评价方法[J].长安大学学报(自然科学版). 2007,27(5):30~34
24 Li Ping; Kong Chenguang; Zhang Zhengqi. Research on viscosity of asphalt mortar.Proceedings of the 2009 International Conference on Energy and Environment Technology (ICEET 2009). Li Ping; Kong Chenguang; Zhang Zhengqi. Research on viscosity of asphalt mortar.Proceedings of the 2009 International Conference on Energy and Environment Technology (ICEET 2009). July 2009
25 Anderson,D.A,W.H.Goetz, Mechanical Behavior and Reinforcement of Mineral Filler Asphalt Mixtures. Journal of The Association of Asphalt Paving Technologists. 1973,(42):37~66
26 Anerson,D.A,H.U.Bahia,Rheological Properties of Mineral Filler Asphalt Mastics and its Importance to Pavement Performance.In ASTM STP 1147. 1992:131~153
27 Anderson D A, Dukatz E L, Petersen J C. The efect of antistrip additives on the properties of asphalt cement[J].Journal of Association of Asphalt Paving Technologists, 2002,51:298
28 David A.Anderson,Joseph P.Tarris. Characterization and Specification of Baghouse Fines.AAPT, 1983:88~103
29 W.G. Buttlar, R.Roque, Evaluation of Empirical and Theoretical Models To Determine Asphalt Mixture Stiffnesses at Low Temperatures. AAPT. 1996:99~141
30 W.G.Buttlar, R.Roque ,Micromechanical Modeling to Predict the Stiffness of Asphalt Concrete,Fifth Pan American Congress on Applied Mechanics. 1997(4):175~178
31 KAVUSSI A, HICK R G?Properties of Bituminous Mixtures ContainingDifferentFillers [J]?AAPT, 1997, 66: 281~311
32 N.Shashidhar,P.Romero. Factors Affecting the Stiffening Potential of Mineral Fillers.TRB. National Research Council,Washington,D.C.1998
33 E. R. Brown, John E. Haddock Characteriazation of Stone Matrix Asphalt Mortars[R]. Transportation Research Board, National Research Council Washington, D. C.,1996,95~102
34 E. Ray Brown,John E.Haddock, and Campbell Crawford. Investigation of stone matrix asphalt mortars?Transportation research record 1530
35邵显智等.几种矿粉指标对沥青胶浆的影响分析[J].公路. 2004(5)122~124
36邵显智等.几种矿粉指标与沥青胶浆的关联分析[J].公路交通科技. 2005,22 (2)17,10~13
37张争奇,李平,王秉纲.纤维和矿粉对沥青胶浆性能的影响[J].长安大学(自然科学版).2005,25(5):15~18
38邹桂莲等.应用DSR评价沥青胶浆路用性能的研究[J].哈尔滨建筑大学学报, 2001,34(3)112~115.
39徐江萍,鲍燕妮.基于微观试验的硅改沥青改性机理[J].长安大学学报(自然科学版). 2005, 25(6)
40张兴友.沥青和沥青混合料的硅藻土改性机理研究[D].哈尔滨工业大学博士学位论文. 2006: 76
41刘丽,李剑等.硅藻土改性沥青胶浆技术性能的评价方法[J].长安大学学报(自然科学版). 2005, 25(3):23~27
42鲍燕妮.硅藻土改性沥青研究[D].长安大学硕士论文. 2005:4~9
43 Craus.J,I.Ishai,A.Sides,Some Physiochemical Aspects of the Effect and Role of the Filler in Bituminous Paving Mixtures. Journal of The Association of Asphalt Paving Technologists. 1976,(45):558~588
44 J.Craus,“The influence of the Filler on the Properties of Asphalt Concrete and Mortars,”D.Sc.thesis, Institute of Construction, Bucharest, 1969
45 Naga Shashidhar, Aroon Shenoy. On using microme-chanical models to describe dynamic mechanical behaviorof asphalt mastic[C]∥The 79th Annual Meeting of theTransportation Research Board, Washington, D C,2000, Session 483:320~356
46张登良.沥青与沥青混合料[M].北京:人民交通出版社, 1993
47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, 2001.1~3
48郑蕉林.沥青混合料填料组成与性质研究[D].长安大学硕士学位论文. 2006:76
49蔡长庚,朱立新,贾德民.动态力学分析在复合材料界面中的应用[J].纤维复合材料, 2004(3):46~48
50李明国.聚合物SBS改性沥青路用性能及机理研究[J].西安公路交通大学硕士论文, 2000:36~42
51 Wang Zhen-jun; Li Shun-yong. Micro structure characters of cement emulsified asphalt mortar. Journal of Wuhan University of Technology.July 2009, vol.31, no.14, P23-26
52 Buttlar W G. Understanding asphalt mastic behavior through micro-mechanics[C]. Annual Meeting of the TRB Washington, D C, 1998:158~162
53邵显智,谭忆秋,邵敏华等.沥青胶浆微观界面的研究[J].公路, 2003,12:105~108.
54 David.A.Anderson, Thomas W.Kennedy. Development of SHRP Binder Specification. AAPT.1993
55 D.A.Anderson,D.W.Chtistensen,H.Bahia.Physical Properties of Asphalt cement and the Development of performance-Related Specifications.AAPT.1991
56原健安,周吉萍,李玉珍. SBS与沥青的相互作用性分析[J].中国公路学报, 2005,18(4):21~26
57 Petersen J. C. Robertson R. E., Branthaver J. F., et al. SHRP report A367: Binder characherization and evaluation[R]. Washingtons D C: National Research Council, 1994:27~68
58 Kandhal P. S. Evaluation of asphalt pavement analyzer for HMA mix design. NCAT Report No.9924[M]. US : National Center for Asphalt Technology, Auburn University, Alabama, 1999:58~63
59 Hussain U.Bahia, D.A.Anderson and D.W.Chtistensen.The Bending Beam Rheometer: A simple Device For Measuring Low Temperature Rheology of Asphalt Binders. AAPT.1992
60李秀君.沥青流变特性研究[D].长安大学硕士论文. 2002:64
61 Peter E Sebaaly, Andrew Lake, Jon Epps. Evaluation of low-temperature properties of HMA mixtures[J]. J Trans Eng, 2002,128(6):578
62 Hussain U.Bahia, D.A.Anderson and D.W.Chtistensen.The Bending Beam Rheometer: A simple Device For Measuring Low Temperature Rheology of Asphalt Binders. AAPT.1992
63 Dr Robert Q Kluttz. Low temperature binder specification to be revised[R].Superpave Implementation Update, Fall/Winter 2000
64 Zheng Q. Du M, Yang B, Wu G. Realtionship between Dynamic Rheological Behavior and Phase Separation of Poly(methyl methacrylate)/poly(styrene-co-acrylonitrile)Blends.Polymer 2001,42(13):5743~5747
65张肖宁.沥青与沥青混合料的粘弹力学[M].北京:人民交通出版社, 2006:31~40
66蔡长庚,朱立新,贾德民.动态力学分析在复合材料界面中的应用[J].纤维复合材料, 2004(3):46~49
67迟凤霞,张肖宁,王丽健. DMA在沥青流变性能研究中的应用[J].科学技术与工程. 2007,7(13)
68 Kubat J, Rigdahl M, Welander M. Characterization of interfacial interactions in high density polyethylene filledwith glass spheres using dynamic mechanical analysis[J]. J Appl Poly Sci, 1990, 39:1527~1539
69 Zhan Xiao-li; Zhang Xiao-ning; Wang Duan-yi; Lu Liang. Microstructure of asphalt mastic using dynamic mechanical analysis. Journal of Jilin University (Engineering and Technology Edition). July 2009, vol.39 , no.4 , 916
70 Zhang H H, Zhang Y P, Shao H L, et al. Prediction of molecular weight distribution of cellulose by using the rheological method[J]. Journal of Applied Polymer Science, 2004, 94(2):598~603
71詹小丽,张肖宁,王端宜,卢亮.基于DMA方法的沥青胶浆微观结构[J].吉林大学学报(工学版). 2009, 39 (04): 916-920
72詹小丽.基于DMA方法对沥青粘弹性能的研究[D].哈尔滨工业大学. 2007:35~80
73邹桂莲,袁燕.,张肖宁.填料对沥青胶浆路用性能的影响[J].华南理工大学学报(自然科学版). 2005,33(1):94~97
74陈忠达,袁万杰,薛航,刘绍宁.沥青混合料高温性能评价指标[J].长安大学学报(自然科学版). 2006,(05)1~5
75曹丽萍. SBS改性沥青低温性能的研究[D].哈尔滨工业大学工学硕士论文. 2004:12~23
76李晓民,张肖宁,王绍怀.基于动态粘弹力学的沥青胶浆高温性能试验研究[J].公路交通科技. 2007, 24(4)
77中华人民共和国行业标准.沥青路面施工技术规范(JTJ F40-2004)[S].人民交通出版社. 2004
78惠敏,沙爱民.矿粉细度及用量对沥青混合料性能的影响[J].建材研究与应用.2004:108~109
79陈亚莉.填料不同指标对沥青胶浆和沥青混合料性能影响[J].筑路机械与施工机械化. 2007,(04):50~55
80 P J Ven de Loo. Creep testing a sample tool to dge asphalt mix stability[A]. AAPT,1974,43:253~270
81 Monlsmith C L. Epps J A. Finn F N. Improved asphalt mix[A]. AAPT, 1984, 54:347~406
82王维,王捷,程建川.应用灰色关联分析法研究填料对沥青胶浆性能的影响[J].北方交通. 2007:28~29
83张顺先,陈仕周,刘艳等.基于灰熵法分析研究矿粉指标对沥青胶浆高温性能的影响[J].石油沥青. 2009, 23(1):37~38
84刘维瞧,孙桂大.固体催化剂实用研究方法[M].中国石化出版社.1993
85 Zou Guilian, Yuan Yan and Zhang Xiaoning.Effect of Fillers on the Pavement Performance of Asphalt Binder.Journal of South China University of Technology January. 2005,33:52~56
86 J.Craus,“Some Phusico-Chemical Aspects of the Effect and the Role of the Filler in Bituminous Paving Mixture”[J], Asphalt Paving Technol, Minneapolis, 1978:28~34
87解强,张香兰,宫国卓.炭质吸附材料孔结构调节方法研究进展[A].中国科学院山西煤炭化学研究所、新型炭材料编辑部编,第六届全国新型炭材料学术研讨会论文集.昆明. 2003:170~176
88 Wigmans T. Industrial aspects of production and use of activated carbons [J]. Carbon, 1989, 27(1): 13~22
89 Dubinin, M. M.; Carbon, 1989, 27(3),457
90 Gregg S J,Sing K S W.Adsorption Surface Area and Porosit[M[:2nd Ed.London:Academic Press. 1982
91 Sing, K. S. W.; Everett, D. H.; Haul, R. A. W.; Moscou, L.; Plerotti, R. A.; Kouquerol, J. and Siemieniewska, T.; Pure & appl. Chem., 1985,57(4):603
92张引枝,汤忠,贺福等.由氮吸附等温线表征中孔型活性炭纤维的孔结构[J].离子交换与吸附. 1997, 13(2),113~119
93 Jankowska H, Swiatkowski A, Choma J. Active Carbon[M].New York:Ellis Horwood, 1991.40~80
94 Rodriguez-Reinoso F. Activated Carbon, In:Marsh H, Heinz EA, Rodriguez-Reinoso F, editors. Introduction to Carbon Technologies[M]. Alicante: Universidad, 1997,35~103
95解强,边炳鑫.煤的炭化过程控制理论及其在煤基活性炭制备中的应用[M].徐州:中国矿业大学出版社, 2002
96 Stoeckli H F. Microporous carbons and their characterization: the present state of the art[J]. Carbon, 1990, 28(1):1~6
97 Webb P A, Orr C. Analytical Methods in Fine Particle Technology [M].Norcross: Micromeritics Instrument Co, 1997: 53~152
98甄开吉,王国甲,毕颖丽等.催化作用基础(第三版)[M].北京:科学出版社. 2006:33~34
99严继民.吸附与凝聚、固体表面与孔[M].北京:科学出版社, 1979:118~186.
100李国芬,边疆,王立国.硅藻土改性沥青混合料水稳定性的试验研究[J].石油沥青. 2007, 21(1):10.
101张兴友,胡光艳,王柏春等.硅藻土改性沥青及其混合料的路用性能研究[J].吉林建筑工程学院学报. 2008, 25(2):7
102 Aavussi, R.G.Hicks. Properties of Bituminous Mixtures Containing Different Fillers. AAPT. 1997, 66:153~179
103 StLaurent Blvd.Ottawa,Ontario.Canadian Strategic Highway Research Program-C-SHRP[R].Transportation Association of Canada 2323,4~6
104刘丽.沥青胶浆技术性能及评价方法研究[D].长安大学硕士论文. 2004:89~90
105 Prithvi S.Kandhal.Prediction of Low- Temperature Cracking Using Superpave Binder Specification. 1996:1~25
106 Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder using the Bending Beam Rheometer(BBR). AASHTO. Standard TP1, Washington, D.C. 1999
107 Aroon Shenoy. Single-Event Cracking Temperature of Asphalt Pavements Directly from Bending Beam Rheometer Data. Journal of Transportation Engineering. 2002:2~7
108王涛,才洪美,张玉贞. SBS改性沥青机理研究[J].石油沥青. 2008, (6).12~16
109 Socal da Silva, L; Camargo Forte, MMde; Alencastro Vignol, Lde; Medeiros Cardozo, NS. Study of rheological properties of pure and polymer-modified Brazilian asphalt binders.Journal of Materials Science. 2004,v39, n2, P539-546
110王仕峰,王迪珍,钟汉权.交联SBR改性沥青的研究[J].橡胶工业. 2002,49(4): 210~213.
111付力强,王子灵,张锐. SBS与纤维在沥青及沥青混凝土中改性效果对比分析[J].公路交通科技. 2007,24(5)
112 Chen, Zheng; Wu, Shao-Peng; Zhu, Zu-Huang; Liu, Jie-Sheng. Experimental evaluation on high temperature rheological properties of various fiber modified asphalt binders. Journal of Central South University of Technology (English Edition) ( J. Cent. South Univ. Technol. Eng. Ed. ) ( China ) 2008, 15/1 SUPPL. P135-139
113 108 Ye QS (REPRINT); Wu SP. Rheological properties of fiber reinforced asphalt binders.INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES , 2009, V 16 , N2 ( APR ), P 93-99
114张金升,张爱勤,李明田,徐静等.纳米改性沥青研究进展[J]. 2005,(10):1~10
115肖鹏,李雪峰.纳米ZnO/SBS改性沥青微观结构与共混机理[J].江苏大学学报(自然科学版). 2006,27(6):548~551
116刘大梁,罗立武,岳爱军等.纳米碳酸钙改性沥青研究[J].公路. 2005(6):145~148
117 X.Lu,U.Isacsson. Rheological Characterization of Styrene-Butadiene-Styrene Copolymer Modified Bitumen. Construction and Building Materials. 1997: 23~32
118 X.Lu, U. Isacsson. Characterization of Styrene-Butadiene-Styrene Polymer Modified Bitumen Comparison of Conventional Methods and Dynamic Mechanical Analysis. Journal of Testing Evaluation.1997
119 Kriz P (REPRINT); Stastna J; Zanzotto L.Glass Transition and Phase Stability in Asphalt Binders. ROAD MATERIALS AND PAVEMENT DESIGN , 2008, V 9 , SI , P 37-65
120吴人洁.复合材料[M].天津大学出版社. 2000,12:385
121王抒音,王哲人,王翠红.提高沥青混合料抗水损害新技术[J].石油大学学报(自然科学版). 2002, 26(6):95~98
122张争奇,张登良,杨荣尚.改性沥青机理研究[J].西安公路交通大学学报. 1998,18(4):21~25
123张永明,李一鸣.橡塑沥青改性机理分析[J].公路. 1996, 7:48
124天津化学无机化学教研室.无机化学[M].北京:高等教育出版社
125刘植昌,凌立成,刘朗等.添加硫沥青球不熔化机理的研究[J].炭素技术. 1998(8): 10-14
126金鸣林,杨俊和,史美仁等.道路沥青的硫化反应[J].煤炭转化. 2001, 24(4): 87-91
127 Saleem, Junaid. Sulfur modification of polymers for use in asphalt binders.King Fahd University of Petroleum and Minerals. 2009,V 47,N1,P454
128王天行,张泽.多元方差分析中显著变量子集的筛选[J].数学的实践与认识.1990
129 Kim G, Libera M. Macromolecules, 1998, 31:2569~2577
130 Hernandez G, Medina E M, Sanchez R, et al. Energ Fuel, 2006, 20:2623~2626
131 Lu X, Isacsson U. Constr Build Mater, 2000, 14: 79~88
132刘红瑛.沥青膜厚对沥青混合料工程性能的影响[J].公路交通科技. 2004(3):31~32
2沈金安.改性沥青与SMA路面[M].北京:人民交通出版社. 1999: 38~42
3张贤康.硅藻土材料对沥青混合料性能的影响[D].重庆交通大学. 2008:3~8
4刘丽,李剑.硅藻土改性沥青机理及性能研究[R].研究报告. 2002:1~4
5刘大梁,刘清华等.硅藻土改性沥青应用研究[J].长沙理工大学学报, 2004, (2):10~12
6刘远才.硅改沥青在云南高等级公路中的应用[J].公路, 2003, (9):163
7 Kletzman J H, Roodier C E. Effect of diatomite filler on performance of asphalt Pavements. Transportation Research Record. 1984:1~15
8王宇楠.硅藻土改性沥青混合料性能的研究[D].吉林大学硕士论文. 2006.7~15
9 Wasage, T.L.J.; Kazatchkov, I.B.; Stastna, J.; Zanzotto, L. Analysis of asphalt binder and mixture rutting potential from dynamic creep tests. Annual Conference of the Canadian Society for Civil Engineering 2008". June 2008
10苏凯,孙立军,王永新等.行车荷载及路面结构对车辙影响的有限元分析[J].同济大学学报(自然科学版). 2007,35(2):187~192
11付丽红,曹海利.组合式沥青路面结构特性研究[J].华东公路. 2007,(3).1~3
12严家伋.道路建筑材料[M].北京:人民交通出版社, 2001:182~183
13李智慧,谭忆秋,周兴业.沥青胶浆高低温性能评价体系的研究[J].石油沥青. 2005,19(5):15~18
14吕伟民.沥青粘滞性对混合料蠕变特性的影响[J].石油炼制与化工. 1996,27(3):54~57
15王燕琴译.以蠕变试验为基础的沥青路面车辙预估[J] .国外公路, 1987, 12(2):88~91
16 Ann M.Brach.Interim Planning for a Future Strategic Highway Research Program.National Cooperative Highway Research Program Report 510.Washington,D.C.Transportation Research Board of the National Academies. 2003: 37~40
17于漧.路用沥青混合料填料的研究[J].云南建材, 2001,(4):37~38
18 ABBAs A,MAsAD E,PAPAGIANNAKIs T,et a1.Modelling Asphalt MasticStiffness Using Discrete Element Analysis and Micmmechanics-based Models[J].Intemational Journal of Pavement Engineering, 2005,6(2):137~146
19李晓民.基于流变特性的沥青胶浆评价方法及性能的研究[D].哈尔滨工业大学, 2006:15~52
20王发洲,丁庆军,余剑英,张厚记.矿粉活化改善沥青胶浆性能的研究[J].石油沥青. 2002, (4):21~25
21姚爱玲,徐德龙,孙治军.矿渣粉作为填料的沥青混合料性能试验[J].中国公路学报. 2006,19(6):25-29
22李平,芦军,张争奇等.沥青混合料用矿粉性能指标研究[J].中国公路学报. 2008,21(4):6~11
23刘丽,郝培文,肖庆一等.沥青胶浆高温性能及评价方法[J].长安大学学报(自然科学版). 2007,27(5):30~34
24 Li Ping; Kong Chenguang; Zhang Zhengqi. Research on viscosity of asphalt mortar.Proceedings of the 2009 International Conference on Energy and Environment Technology (ICEET 2009). Li Ping; Kong Chenguang; Zhang Zhengqi. Research on viscosity of asphalt mortar.Proceedings of the 2009 International Conference on Energy and Environment Technology (ICEET 2009). July 2009
25 Anderson,D.A,W.H.Goetz, Mechanical Behavior and Reinforcement of Mineral Filler Asphalt Mixtures. Journal of The Association of Asphalt Paving Technologists. 1973,(42):37~66
26 Anerson,D.A,H.U.Bahia,Rheological Properties of Mineral Filler Asphalt Mastics and its Importance to Pavement Performance.In ASTM STP 1147. 1992:131~153
27 Anderson D A, Dukatz E L, Petersen J C. The efect of antistrip additives on the properties of asphalt cement[J].Journal of Association of Asphalt Paving Technologists, 2002,51:298
28 David A.Anderson,Joseph P.Tarris. Characterization and Specification of Baghouse Fines.AAPT, 1983:88~103
29 W.G. Buttlar, R.Roque, Evaluation of Empirical and Theoretical Models To Determine Asphalt Mixture Stiffnesses at Low Temperatures. AAPT. 1996:99~141
30 W.G.Buttlar, R.Roque ,Micromechanical Modeling to Predict the Stiffness of Asphalt Concrete,Fifth Pan American Congress on Applied Mechanics. 1997(4):175~178
31 KAVUSSI A, HICK R G?Properties of Bituminous Mixtures ContainingDifferentFillers [J]?AAPT, 1997, 66: 281~311
32 N.Shashidhar,P.Romero. Factors Affecting the Stiffening Potential of Mineral Fillers.TRB. National Research Council,Washington,D.C.1998
33 E. R. Brown, John E. Haddock Characteriazation of Stone Matrix Asphalt Mortars[R]. Transportation Research Board, National Research Council Washington, D. C.,1996,95~102
34 E. Ray Brown,John E.Haddock, and Campbell Crawford. Investigation of stone matrix asphalt mortars?Transportation research record 1530
35邵显智等.几种矿粉指标对沥青胶浆的影响分析[J].公路. 2004(5)122~124
36邵显智等.几种矿粉指标与沥青胶浆的关联分析[J].公路交通科技. 2005,22 (2)17,10~13
37张争奇,李平,王秉纲.纤维和矿粉对沥青胶浆性能的影响[J].长安大学(自然科学版).2005,25(5):15~18
38邹桂莲等.应用DSR评价沥青胶浆路用性能的研究[J].哈尔滨建筑大学学报, 2001,34(3)112~115.
39徐江萍,鲍燕妮.基于微观试验的硅改沥青改性机理[J].长安大学学报(自然科学版). 2005, 25(6)
40张兴友.沥青和沥青混合料的硅藻土改性机理研究[D].哈尔滨工业大学博士学位论文. 2006: 76
41刘丽,李剑等.硅藻土改性沥青胶浆技术性能的评价方法[J].长安大学学报(自然科学版). 2005, 25(3):23~27
42鲍燕妮.硅藻土改性沥青研究[D].长安大学硕士论文. 2005:4~9
43 Craus.J,I.Ishai,A.Sides,Some Physiochemical Aspects of the Effect and Role of the Filler in Bituminous Paving Mixtures. Journal of The Association of Asphalt Paving Technologists. 1976,(45):558~588
44 J.Craus,“The influence of the Filler on the Properties of Asphalt Concrete and Mortars,”D.Sc.thesis, Institute of Construction, Bucharest, 1969
45 Naga Shashidhar, Aroon Shenoy. On using microme-chanical models to describe dynamic mechanical behaviorof asphalt mastic[C]∥The 79th Annual Meeting of theTransportation Research Board, Washington, D C,2000, Session 483:320~356
46张登良.沥青与沥青混合料[M].北京:人民交通出版社, 1993
47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, 2001.1~3
48郑蕉林.沥青混合料填料组成与性质研究[D].长安大学硕士学位论文. 2006:76
49蔡长庚,朱立新,贾德民.动态力学分析在复合材料界面中的应用[J].纤维复合材料, 2004(3):46~48
50李明国.聚合物SBS改性沥青路用性能及机理研究[J].西安公路交通大学硕士论文, 2000:36~42
51 Wang Zhen-jun; Li Shun-yong. Micro structure characters of cement emulsified asphalt mortar. Journal of Wuhan University of Technology.July 2009, vol.31, no.14, P23-26
52 Buttlar W G. Understanding asphalt mastic behavior through micro-mechanics[C]. Annual Meeting of the TRB Washington, D C, 1998:158~162
53邵显智,谭忆秋,邵敏华等.沥青胶浆微观界面的研究[J].公路, 2003,12:105~108.
54 David.A.Anderson, Thomas W.Kennedy. Development of SHRP Binder Specification. AAPT.1993
55 D.A.Anderson,D.W.Chtistensen,H.Bahia.Physical Properties of Asphalt cement and the Development of performance-Related Specifications.AAPT.1991
56原健安,周吉萍,李玉珍. SBS与沥青的相互作用性分析[J].中国公路学报, 2005,18(4):21~26
57 Petersen J. C. Robertson R. E., Branthaver J. F., et al. SHRP report A367: Binder characherization and evaluation[R]. Washingtons D C: National Research Council, 1994:27~68
58 Kandhal P. S. Evaluation of asphalt pavement analyzer for HMA mix design. NCAT Report No.9924[M]. US : National Center for Asphalt Technology, Auburn University, Alabama, 1999:58~63
59 Hussain U.Bahia, D.A.Anderson and D.W.Chtistensen.The Bending Beam Rheometer: A simple Device For Measuring Low Temperature Rheology of Asphalt Binders. AAPT.1992
60李秀君.沥青流变特性研究[D].长安大学硕士论文. 2002:64
61 Peter E Sebaaly, Andrew Lake, Jon Epps. Evaluation of low-temperature properties of HMA mixtures[J]. J Trans Eng, 2002,128(6):578
62 Hussain U.Bahia, D.A.Anderson and D.W.Chtistensen.The Bending Beam Rheometer: A simple Device For Measuring Low Temperature Rheology of Asphalt Binders. AAPT.1992
63 Dr Robert Q Kluttz. Low temperature binder specification to be revised[R].Superpave Implementation Update, Fall/Winter 2000
64 Zheng Q. Du M, Yang B, Wu G. Realtionship between Dynamic Rheological Behavior and Phase Separation of Poly(methyl methacrylate)/poly(styrene-co-acrylonitrile)Blends.Polymer 2001,42(13):5743~5747
65张肖宁.沥青与沥青混合料的粘弹力学[M].北京:人民交通出版社, 2006:31~40
66蔡长庚,朱立新,贾德民.动态力学分析在复合材料界面中的应用[J].纤维复合材料, 2004(3):46~49
67迟凤霞,张肖宁,王丽健. DMA在沥青流变性能研究中的应用[J].科学技术与工程. 2007,7(13)
68 Kubat J, Rigdahl M, Welander M. Characterization of interfacial interactions in high density polyethylene filledwith glass spheres using dynamic mechanical analysis[J]. J Appl Poly Sci, 1990, 39:1527~1539
69 Zhan Xiao-li; Zhang Xiao-ning; Wang Duan-yi; Lu Liang. Microstructure of asphalt mastic using dynamic mechanical analysis. Journal of Jilin University (Engineering and Technology Edition). July 2009, vol.39 , no.4 , 916
70 Zhang H H, Zhang Y P, Shao H L, et al. Prediction of molecular weight distribution of cellulose by using the rheological method[J]. Journal of Applied Polymer Science, 2004, 94(2):598~603
71詹小丽,张肖宁,王端宜,卢亮.基于DMA方法的沥青胶浆微观结构[J].吉林大学学报(工学版). 2009, 39 (04): 916-920
72詹小丽.基于DMA方法对沥青粘弹性能的研究[D].哈尔滨工业大学. 2007:35~80
73邹桂莲,袁燕.,张肖宁.填料对沥青胶浆路用性能的影响[J].华南理工大学学报(自然科学版). 2005,33(1):94~97
74陈忠达,袁万杰,薛航,刘绍宁.沥青混合料高温性能评价指标[J].长安大学学报(自然科学版). 2006,(05)1~5
75曹丽萍. SBS改性沥青低温性能的研究[D].哈尔滨工业大学工学硕士论文. 2004:12~23
76李晓民,张肖宁,王绍怀.基于动态粘弹力学的沥青胶浆高温性能试验研究[J].公路交通科技. 2007, 24(4)
77中华人民共和国行业标准.沥青路面施工技术规范(JTJ F40-2004)[S].人民交通出版社. 2004
78惠敏,沙爱民.矿粉细度及用量对沥青混合料性能的影响[J].建材研究与应用.2004:108~109
79陈亚莉.填料不同指标对沥青胶浆和沥青混合料性能影响[J].筑路机械与施工机械化. 2007,(04):50~55
80 P J Ven de Loo. Creep testing a sample tool to dge asphalt mix stability[A]. AAPT,1974,43:253~270
81 Monlsmith C L. Epps J A. Finn F N. Improved asphalt mix[A]. AAPT, 1984, 54:347~406
82王维,王捷,程建川.应用灰色关联分析法研究填料对沥青胶浆性能的影响[J].北方交通. 2007:28~29
83张顺先,陈仕周,刘艳等.基于灰熵法分析研究矿粉指标对沥青胶浆高温性能的影响[J].石油沥青. 2009, 23(1):37~38
84刘维瞧,孙桂大.固体催化剂实用研究方法[M].中国石化出版社.1993
85 Zou Guilian, Yuan Yan and Zhang Xiaoning.Effect of Fillers on the Pavement Performance of Asphalt Binder.Journal of South China University of Technology January. 2005,33:52~56
86 J.Craus,“Some Phusico-Chemical Aspects of the Effect and the Role of the Filler in Bituminous Paving Mixture”[J], Asphalt Paving Technol, Minneapolis, 1978:28~34
87解强,张香兰,宫国卓.炭质吸附材料孔结构调节方法研究进展[A].中国科学院山西煤炭化学研究所、新型炭材料编辑部编,第六届全国新型炭材料学术研讨会论文集.昆明. 2003:170~176
88 Wigmans T. Industrial aspects of production and use of activated carbons [J]. Carbon, 1989, 27(1): 13~22
89 Dubinin, M. M.; Carbon, 1989, 27(3),457
90 Gregg S J,Sing K S W.Adsorption Surface Area and Porosit[M[:2nd Ed.London:Academic Press. 1982
91 Sing, K. S. W.; Everett, D. H.; Haul, R. A. W.; Moscou, L.; Plerotti, R. A.; Kouquerol, J. and Siemieniewska, T.; Pure & appl. Chem., 1985,57(4):603
92张引枝,汤忠,贺福等.由氮吸附等温线表征中孔型活性炭纤维的孔结构[J].离子交换与吸附. 1997, 13(2),113~119
93 Jankowska H, Swiatkowski A, Choma J. Active Carbon[M].New York:Ellis Horwood, 1991.40~80
94 Rodriguez-Reinoso F. Activated Carbon, In:Marsh H, Heinz EA, Rodriguez-Reinoso F, editors. Introduction to Carbon Technologies[M]. Alicante: Universidad, 1997,35~103
95解强,边炳鑫.煤的炭化过程控制理论及其在煤基活性炭制备中的应用[M].徐州:中国矿业大学出版社, 2002
96 Stoeckli H F. Microporous carbons and their characterization: the present state of the art[J]. Carbon, 1990, 28(1):1~6
97 Webb P A, Orr C. Analytical Methods in Fine Particle Technology [M].Norcross: Micromeritics Instrument Co, 1997: 53~152
98甄开吉,王国甲,毕颖丽等.催化作用基础(第三版)[M].北京:科学出版社. 2006:33~34
99严继民.吸附与凝聚、固体表面与孔[M].北京:科学出版社, 1979:118~186.
100李国芬,边疆,王立国.硅藻土改性沥青混合料水稳定性的试验研究[J].石油沥青. 2007, 21(1):10.
101张兴友,胡光艳,王柏春等.硅藻土改性沥青及其混合料的路用性能研究[J].吉林建筑工程学院学报. 2008, 25(2):7
102 Aavussi, R.G.Hicks. Properties of Bituminous Mixtures Containing Different Fillers. AAPT. 1997, 66:153~179
103 StLaurent Blvd.Ottawa,Ontario.Canadian Strategic Highway Research Program-C-SHRP[R].Transportation Association of Canada 2323,4~6
104刘丽.沥青胶浆技术性能及评价方法研究[D].长安大学硕士论文. 2004:89~90
105 Prithvi S.Kandhal.Prediction of Low- Temperature Cracking Using Superpave Binder Specification. 1996:1~25
106 Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder using the Bending Beam Rheometer(BBR). AASHTO. Standard TP1, Washington, D.C. 1999
107 Aroon Shenoy. Single-Event Cracking Temperature of Asphalt Pavements Directly from Bending Beam Rheometer Data. Journal of Transportation Engineering. 2002:2~7
108王涛,才洪美,张玉贞. SBS改性沥青机理研究[J].石油沥青. 2008, (6).12~16
109 Socal da Silva, L; Camargo Forte, MMde; Alencastro Vignol, Lde; Medeiros Cardozo, NS. Study of rheological properties of pure and polymer-modified Brazilian asphalt binders.Journal of Materials Science. 2004,v39, n2, P539-546
110王仕峰,王迪珍,钟汉权.交联SBR改性沥青的研究[J].橡胶工业. 2002,49(4): 210~213.
111付力强,王子灵,张锐. SBS与纤维在沥青及沥青混凝土中改性效果对比分析[J].公路交通科技. 2007,24(5)
112 Chen, Zheng; Wu, Shao-Peng; Zhu, Zu-Huang; Liu, Jie-Sheng. Experimental evaluation on high temperature rheological properties of various fiber modified asphalt binders. Journal of Central South University of Technology (English Edition) ( J. Cent. South Univ. Technol. Eng. Ed. ) ( China ) 2008, 15/1 SUPPL. P135-139
113 108 Ye QS (REPRINT); Wu SP. Rheological properties of fiber reinforced asphalt binders.INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES , 2009, V 16 , N2 ( APR ), P 93-99
114张金升,张爱勤,李明田,徐静等.纳米改性沥青研究进展[J]. 2005,(10):1~10
115肖鹏,李雪峰.纳米ZnO/SBS改性沥青微观结构与共混机理[J].江苏大学学报(自然科学版). 2006,27(6):548~551
116刘大梁,罗立武,岳爱军等.纳米碳酸钙改性沥青研究[J].公路. 2005(6):145~148
117 X.Lu,U.Isacsson. Rheological Characterization of Styrene-Butadiene-Styrene Copolymer Modified Bitumen. Construction and Building Materials. 1997: 23~32
118 X.Lu, U. Isacsson. Characterization of Styrene-Butadiene-Styrene Polymer Modified Bitumen Comparison of Conventional Methods and Dynamic Mechanical Analysis. Journal of Testing Evaluation.1997
119 Kriz P (REPRINT); Stastna J; Zanzotto L.Glass Transition and Phase Stability in Asphalt Binders. ROAD MATERIALS AND PAVEMENT DESIGN , 2008, V 9 , SI , P 37-65
120吴人洁.复合材料[M].天津大学出版社. 2000,12:385
121王抒音,王哲人,王翠红.提高沥青混合料抗水损害新技术[J].石油大学学报(自然科学版). 2002, 26(6):95~98
122张争奇,张登良,杨荣尚.改性沥青机理研究[J].西安公路交通大学学报. 1998,18(4):21~25
123张永明,李一鸣.橡塑沥青改性机理分析[J].公路. 1996, 7:48
124天津化学无机化学教研室.无机化学[M].北京:高等教育出版社
125刘植昌,凌立成,刘朗等.添加硫沥青球不熔化机理的研究[J].炭素技术. 1998(8): 10-14
126金鸣林,杨俊和,史美仁等.道路沥青的硫化反应[J].煤炭转化. 2001, 24(4): 87-91
127 Saleem, Junaid. Sulfur modification of polymers for use in asphalt binders.King Fahd University of Petroleum and Minerals. 2009,V 47,N1,P454
128王天行,张泽.多元方差分析中显著变量子集的筛选[J].数学的实践与认识.1990
129 Kim G, Libera M. Macromolecules, 1998, 31:2569~2577
130 Hernandez G, Medina E M, Sanchez R, et al. Energ Fuel, 2006, 20:2623~2626
131 Lu X, Isacsson U. Constr Build Mater, 2000, 14: 79~88
132刘红瑛.沥青膜厚对沥青混合料工程性能的影响[J].公路交通科技. 2004(3):31~32