摘要Central composite design-response surface methodology was used to determine the best content of raw materials and improve the performance of hot-poured bituminous sealant. Content range and process technology were studied through single factor analysis method. Cone penetration, elastic recovery, creep strength, and creep strain rate "m" were analyzed by central composite model testing. The response surface of the overall desirability was established and the optimal content of raw materials were determined and verified. Analyses of test results indicated that the optimal content of raw materials were as follows: rubber powder-25%, additive-7%, SBS-5%, and SBR-3%. This paper proposes the application of central composite design in the optimization of raw material dosage of hot-poured bituminous sealant.
Abstract：Central composite design-response surface methodology was used to determine the best content of raw materials and improve the performance of hot-poured bituminous sealant. Content range and process technology were studied through single factor analysis method. Cone penetration, elastic recovery, creep strength, and creep strain rate "m" were analyzed by central composite model testing. The response surface of the overall desirability was established and the optimal content of raw materials were determined and verified. Analyses of test results indicated that the optimal content of raw materials were as follows: rubber powder-25%, additive-7%, SBS-5%, and SBR-3%. This paper proposes the application of central composite design in the optimization of raw material dosage of hot-poured bituminous sealant.
基金资助:Supported by the National Key Technologies R&D Program of China during 11th Five-year Plan Period (No.2008BAG10B02) and the National Natural Science Foundation of China (No.51008099)
通讯作者:
TAN Yi-qiu, yiqiutan@163.com
E-mail: yiqiutan@163.com
引用本文:
谭忆秋, 郭猛, 张磊, 曹丽萍. 复合改性沥青填缝料的性能优化方法[J]. Journal of Highway and Transportation Research and Development, 2013, 7(2): 1-7.
TAN Yi-qiu, GUO Meng, ZHANG Lei, CAO Li-ping. Performance Optimization Method of Composite Modified Asphalt Sealan . Journal of Highway and Transportation Research and Development, 2013, 7(2): 1-7.
[1] WU Zhen, GUO Qing. Study on Synthesis Process of Single Components Elastic Polyurethane Sealant[J]. Chemical Materials for Construction, 2001(3):27-29.(in Chinese)
[2] ZHANG Dong-chang, LONG Li-qin, LIU Mao-guang. Development and Research of New-type Long-life Joint Fillers[J]. Technology of Highway and Transport, 2009(6):52-53. (in Chinese)
[3] SHOU Chong-qi, SHANG Pan, LOU Song. Research on Composite Filling Materials for Cement Concrete Pavement[J]. Journal of China & Foreign Highway, 2009, 29(6):224-227. (in Chinese)
[4] ODUM-EWUAKYE B, ATTOH-OKINE N. Sealing System Selection for Jointed Concrete Pavements:A Review[J]. Construction and Building Materials, 2006, 20(8):591-602.
[5] SANDBERG L B. Comparisons of Silicone and Urethane Sealant Durabilities[J]. Jounal of Materials in Civil Engineering, 1991, 3(4):278-291.
[6] AL-HADIDY A I, TAN Yi-qiu. Effect of Polyethylene on Life of Flexible Pavements[J]. Construction and Building Materials, 2009,23(3):1456-1464.
[7] AL-HADIDY A I, TAN Yi-qiu. Mechanistic Approach for Polypropylene-modified Flexible Pavements[J]. Materials and Design, 2009,30(4):1133-1140.
[8] AL-HADIDY A I, TAN Yi-qiu. Mechanistic Analysis of ST and SBS-modified Flexible Pavements[J]. Construction and Building Materials, 2009,23(8):2941-2950.
[9] AL-HADIDY A I, TAN Yiqiu, HAMEED A T. Starch as a Modifier for Asphalt Paving Materials[J]. Construction and Building Materials, 2011,25:14-20.
[10] LI Yu-zhi, XU Min, HUANG Yun-yong et al. Research on Performance of Compound Modified Asphalt Mixture in Steel Deck Pavement[J]. Journal of Highway and Transportation Research and Development,2010, 27(3):81-85. (in Chinese)
[11] ZHANG Sha-sha, YANG Xiao-hua, DAI Zhi-ren. Experimental Study on Salt Expansion of Gravel Sulfate Salty Soil Based on Uniform Design[J]. Journal of Highway and Transportation Research and Development, 2009, 26(5):29-33. (in Chinese)
[12] ZHENG Jie, GUAN Hong-zhi, WANG Xin. Application of Orthogonal Design on Stated Preference Survey[J]. Journal of Highway and Transportation Research and Development,2005,22(10):106-109. (in Chinese)
[13] CUI Wen-feng. Study on Properties and High-temperature Storage Stability of SBR-chemical Modification Asphalts[D]. Lanzhou:Northwest Normal University, 2008. (in Chinese)
[14] BAHIA H U, ANDERSON D A, CHRISTENSEN D W. The Bending Beam Rheometer; A Simple Device for Measuring Low-temperature Rheology of Asphalt Binders[J]. Journal of Association of Asphalt Paving Technologists,1992,61:117-153.
[15] MCLEOD A D, LAM F C, GUPTA P K, et al. Optimized Synthesis of Polyglutaraldehyde Nanoparticles Using Central Composite Design[J]. Journal of Pharmaceutical Sciences,1988,77(8):704-710.
[16] WU Wei, CUI Guang-hua. Application of Central Composite Design-response Surface Methodology in Pharmacy[J]. Foreign Sciences Section of Medical and Pharmacy, 2000, 27(5):292-297. (in Chinese)
[17] ABU-IZZA K A, GARCIA-CONTRERAS L, LU D R. Preparation and Evaluation of Sustained Release AZT-loaded Microspheres:Optimization of the Release Characteristics Using Response Surface Methodology[J]. Journal of Pharmaceutical Sciences,1996, 85(2):144-149.
[18] XIN Xing, TAN Yi-qiu, XU Li-ting, et al. Analysis on Influencing Factor of Rubber Asphalt Mixture Design[J]. Highway, 2006(11):161-164. (in Chinese)
[1]
李宁, 马骉, 李瑞, 司伟. 基于PUMA的单级和多级加载模式下级配碎石性能研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 1-12.
[2]
许海亮, 任合欢, 何兆才, 何炼. 车路耦合条件下沥青混凝土路面变形特性时域分析[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 13-19.
[3]
杜健欢, 艾长发, 黄超, 郭玉金, 蒋运兵. 界面水对沥青复合小梁疲劳性能的影响试验[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 1-7.
[4]
姚国强, 言志信, 龙哲, 翟聚云. 基于岩质边坡相似材料的锚固界面剪应力分布规律研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 8-15.
[5]
刘泽, 何矾, 黄天棋, 蒋梅东. 车辆荷载在挡土墙上引起的附加土压力研究[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 16-23.
[6]
邱欣, 徐静娴, 陶钰强, 杨青. 路面结冰条件判别标准及SVM预测分析研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 1-9.
[7]
高伟, 崔巍, 李秀凤. 半刚性基层表面抗冲刷性能试验与分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 10-17.
[8]
张向东, 任昆. 煤渣改良土路基的动弹性模量及临界动应力试验研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 25-32.
[9]
刘栋, 尚小亮, 杨西海. 垃圾焚烧炉渣中可溶盐对水泥稳定材料性能的影响[J]. Journal of Highway and Transportation Research and Development, 2018, 12(4): 18-24.
[10]
李龙海, 杨茹. 多次加铺的复合道面疲劳寿命分析[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 7-15.
[11]
蔡旭, 李翔, 吴旷怀, 黄文柯. 基于旋转压实的水泥稳定再生集料设计方法研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 1-6.
[12]
李金路, 冯子强, 吴佳杰, 魏姗姗, 葛智. 环境及疲劳荷载作用下碳纳米管水泥基复合材料压敏性能研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 16-21.
[13]
田小革, 韩海峰, 李新伟, 吴栋, 魏东. 半刚性路面中双层半刚性基层的倒装效应[J]. Journal of Highway and Transportation Research and Development, 2018, 12(3): 22-27.
[14]
邢磊, 雷柏龄, 陈忠达, 戴学臻. 彩色沥青路面胶凝材料的制备技术[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 1-6.
[15]
方薇, 陈向阳, 杨果林. 带齿格栅加筋挡墙工作机理的数值模拟研究[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 7-13.
2013, Vol. 7 
