改性沥青混合料拌和与压实温度对沥青路面的设计和施工质量有很大影响,进而影响沥青路面的使用性能.介绍了4种具有代表性的确定改性沥青混合料拌和与压实温度的方法,分别为Yildirim法(Y法)、Bahia法(B法)、Shenoy法(S法)和Azari法(A法),阐明并论述了这4种方法的优缺点及适用范围.
参考文献
[1] | 王捷,贾渝.改性沥青混合料拌和与压实温度确定方法综述[J].公路,2002(12):99-103. |
[2] | Yetkin Yildirirm;Mansour Solaimanian;Thomas W Kennedy .Mixing and compaction temperature for hot mix asphalt concrete[R].Austin:South Central Superpave Center,2000. |
[3] | Yetkin Yildirirm;Jason H Ideker .Analysis of viscosity values during mixing and compaction[J].North Central Superpave Center News,2003,4(01):8. |
[4] | Yetkin Yildirirm .Minxing and compaction temperature for modified asphalt binders[J].National Superpave News,1999,1(03):6. |
[5] | Preparing and determining the density of hot-mix asphalt(HMA) Specimens by means of the superpave gyratory compactor[S].Washington,DC,2004. |
[6] | 孙杨勇,张起森.沥青粘度测定及其影响因素分析[J].长沙交通学院学报,2002(02):67-70. |
[7] | 蔡婷 .沥青材料的组分与粘度试验分析[D].长安大学,2005. |
[8] | Bahia H U .Research develops protocols for modified binders[J].National Superpave News,2000,2(03):3. |
[9] | Bahia H U;Hanson D I;Zeng M et al.Characterization of modified asphalt binders in superpave mix design[R].Washington D C:National Acadmey Press,2001. |
[10] | 方伽俐,黄卫东.沥青结合料零剪切粘度简介[J].中外公路,2003(06):83-86. |
[11] | 陈华鑫,卢军,彭廷,胡长顺.改性沥青的粘度特性和施工温度控制[J].石油沥青,2003(04):43-46. |
[12] | 陈俊,侯中新,郭峰伟,黄晓明.沥青结合料零剪切粘度的测试[J].交通科技,2006(02):92-94. |
[13] | Aroon Shenoy .Determination of the temperature for mixing aggregates with polymer modified asphalt[J].Int J Pavement Eng,2001,2(01):33. |
[14] | Haleh Azari;Richard H. McCuen;Kevin D. Stuart .Optimum Compaction Temperature for Modified Binders[J].Journal of Transportation Engineering,2003(5):531-537. |
[15] | Curray J R .Analysis of two dimensional orientation data[J].Journal of Geology,1956,64(02):117. |
[16] | Kevin D Stuart;Pedro Romero;Scott Parobeck et al.Methodology for determining compaction temperatures for modified asphalt binders[R].Mclean:Federal Highway Administration Turner-fairbank Highway Research Center,2000. |
[17] | SBS改性沥青拌和与压实温度的确定[J].公路交通技术,2005(05):68-72. |
[18] | 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,2000. |
[19] | 交通部.公路沥青路面施工技术规范[M].北京:人民交通出版社,2004:11. |
[20] | Asphalt Institute Technical Bulletin,Laboratory mixing and compaction temperatures[J].Asphalt Institute Executive Office arnd Research Center Research Park Drive,2002:5. |
[21] | 张登良.沥青路面工程手册[M].北京:人民交通出版社,2003:138. |
[22] | 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,2001:118. |
[23] | 徐佩弦.高聚物流变学及其应用[M].北京:化学工业出版社,2003:95. |
[24] | Jagan M Gudimttla;Allen Cooley L;Ray Brown E .Workability of hot mix asphalt[R].Alabama:The National Center for Asphalt,2003. |
上一张
下一张
上一张
下一张
计量
- 下载量()
- 访问量()
文章评分
- 您的评分:
-
10%
-
20%
-
30%
-
40%
-
50%