吉林大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (6): 1861-1867.doi: 10.13229/j.cnki.jdxbgxb201706026
• Orginal Article • Previous Articles Next Articles
LIU Yao-hui1, CHEN Qiao-xu1, SONG Yu-lai1, SHEN Yan-dong2
CLC Number:
[1] JEONG K D, LEE S J. Interaction effects of crumb rubber modified asphalt binders[J].Construction and Building Materials, 2010, 24(5):823-833. [2] Souza R, Himeno K, Kobayashi A. The characterization of asphalt-rubber blinder[J]. Science Amp; Engineering, 2007, 57(12):7624-7626. [3] Champion L,Gerard J F,Planche J P. Low temperature fracture properties of polymer-modified asphalts relationships with the morphology[J]. J MATER SCI, 2001,36(2):451-460. [4] Collins P, Masson J F, Polomark G. Time-dependent microstructure of bitumen and its fractions by modulated differential scanning calorimetry[J].Energ Fuel, 2006, 20:1266-1268. [5] 于丽梅,陈志国. 填料型细火山灰改性沥青混合料路用性能研究[J]. 吉林交通科技,2015,04:27-33. Yu Li-mei, Chen Zhi-guo. Study on the pavement performance of modified asphalt mixture with filler type[J]. Jilin traffic Science and Technology,2015,4:27-33. [6] 陈志国火山灰沥青胶浆路用性能的研究[D].哈尔滨工业大学,2010. Chen Zhi-guo Research on performance of volcanic ash asphalt mastic[D].Harbin:Harbin Institute of Technology,2010. [7] 李正中,宋晓燕,魏连雨,等. 胶粉改性沥青评价指标及试验方法适应性分析[J]. 中外公路,2010,30(6):207-210. Li Zheng-zhong, Song Xiao-yan, Wei Lian-yu, et al. Rubber powder modified asphalt evaluation index and adaptability analysis[J]. Journal of China & Foreign Highway, 2010, 30(6): 207-210. [8] Lu X,Isacsson U. Constr Build Mater 2000.14:79-88. [9] 汪水银,郭朝阳,彭锋. 废胎胶粉沥青的改性机理[J]. 长安大学学报:自然科学版,2010,04:34-38. Wang Shui-yin, Guo Chao-yang, Peng Feng. Research on modified mechanism of asphalt with crumb tire rubber[J]. Journal of Chang'an University(Natural Science Edition), 2010,04:34-38. [10] 谭忆秋.沥青与沥青混合料[M].哈尔滨:哈尔滨工业大学出版社,2007:14-16. [11] 吴中华. 橡胶粉改性沥青及混合料路用性能研究[D].杭州:浙江大学,2013. Wu Zhi-hua. Research on the Performance of rubber powder modified asphalt and the mixture[D]. Hangzhou:Zhejiang University ,2013. [12] 王涛,才洪美,张玉贞. SBS改性沥青机理研究[J]. 石油沥青,2008,22(6):10-14. Wang Tao, Cai Hong-mei,Zhang Yu-zhen. Study on the mechanism of SBS modified asphalt[J]. Petroleum Asphalt, 2008,22(6):10-14. [13] 杨光,申爱琴,陈志国,等. 季冻区橡胶粉与SBS复合改性沥青混合料性能及改性机理[J]. 长安大学学报:自然科学版,2015,06:6-15,23. Yang Guang, Shen Ai-qin, Chen Zhi-guo, et al. Pavement performance and modified mechanism of rubber powder and SBS compound modified asphalt mixture in seasonal freezing region[J]. Journal of Chang'an University (Natural Science Edition), 2015,06:6-15,23. [14] 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):95-98,109. Wang Shu-yin, Wang Zhi-ren, Wang Cui-hong. New technology to improve the water resistance of asphalt mixture[J]. Journal of The University of Petroleum,china, 2002,26(6):95-98,109. [15] 陈梓宁,程培峰. 火山灰与橡胶粉复合改性沥青混合料的研究[J]. 公路交通科技(应用技术版). 2015(11):26-30. Chen Zi-ning, Cheng Pei-feng. Study on the compound modified asphalt mixture of volcanic ash and rubber powder[J]. Highway transportation technology (Application Technology) 2015(11):26-30. [16] 刘植昌,凌立成,乔文明,等. 添加硫沥青球不熔化机理的研究[J]. 炭素技术,1998,(2):10-14. Liu Zhi-chang, Ling Li-cheng, Qiao Wen-ming, et al. Study on the non-melting mechanism of sulfur asphalt[J].Carbon Techniques, 1998,(2):10-14. |
[1] | LI Yi,LIU Li-ping,SUN Li-jun. Prediction model on rutting equivalent temperature for asphalt pavement at different depth [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(6): 1703-1711. |
[2] | NIAN Teng-fei, LI Ping, LIN Mei. Micro-morphology and gray entropy analysis of asphalt characteristics functional groups and rheological parameters under freeze-thaw cycles [J]. 吉林大学学报(工学版), 2018, 48(4): 1045-1054. |
[3] | CHENG Yong-chun, BI Hai-peng, MA Gui-rong, GONG Ya-feng, TIAN Zhen-hong, LYU Ze-hua, XU Zhi-shu. Pavement performance of nano materials-basalt fiber compound modified asphalt binder [J]. 吉林大学学报(工学版), 2018, 48(2): 460-465. |
[4] | LUO Rong, ZENG Zhe, ZHANG De-run, FENG Guang-le, DONG Hua-jun. Moisture stability evaluation of asphalt mixture based on film pressure model of Wilhelmy plate method [J]. 吉林大学学报(工学版), 2017, 47(6): 1753-1759. |
[5] | ZHENG Chuan-feng, MA Zhuang, GUO Xue-dong, ZHANG Ting, LYU Dan, Qin Yong. Coupling effect of the macro and micro characteristics of mineral powder on the low-temperature performance of asphalt mortar [J]. 吉林大学学报(工学版), 2017, 47(5): 1465-1471. |
[6] | CUI Ya-nan, HAN Ji-wei, FENG Lei, LI Jia-di, WANG Le. Microstructure of asphalt under salt freezing cycles [J]. 吉林大学学报(工学版), 2017, 47(2): 452-458. |
[7] | WANG Zhi-chen, GUO Nai-sheng, ZHAO Ying-hua, CHEN Zhong-da. Dynamic shear modulus prediction of asphalt mastic based on micromechanics [J]. 吉林大学学报(工学版), 2017, 47(2): 459-467. |
[8] | ZHENG Chuan-feng, FENG Yu-peng, GUO Xue-dong, MA Zhuang, QIN Yong. Effect of filler-to-bitumen ratio on low-temperature cohesive strength of asphalt mortar [J]. 吉林大学学报(工学版), 2016, 46(2): 426-431. |
[9] | SI Wei, MA Biao, REN Jun-ping, WANG Hai-nian, GE-Sang Ze-ren. Analysis of asphalt pavement performance under freeze-thaw cycles using reliability method [J]. 吉林大学学报(工学版), 2016, 46(1): 126-132. |
[10] | ZHANG Dong, HUANG Xiao-ming, ZHAO Yong-li. Aggregate skeleton composition of stone mastic asphalt and its contact properties [J]. 吉林大学学报(工学版), 2015, 45(2): 394-399. |
[11] | CHENG Yong-chun, MA Hui-li, ZHANG Peng, TAO Jing-lin, HUANG Jian-ping. Experimental study of physical and mechanical properties of asphalt mortars with different fillers [J]. 吉林大学学报(工学版), 2014, 44(6): 1628-1632. |
[12] | LI Xiao-jun,LIANG Lu-lu,XIE Cheng-wei,YANG Shuo. Auto-generation and application of virtual mechanical simulation model of asphalt concrete [J]. 吉林大学学报(工学版), 2014, 44(3): 655-660. |
[13] | WANG Cong, GUO Nai-sheng, ZHAO Ying-hua, TAN Yi-qiu. Air voids distribution of asphalt mixtures in different compaction methods and aggregate gradations [J]. 吉林大学学报(工学版), 2014, 44(01): 74-80. |
[14] | MENG Fan-yu, PAN Xiao-dong. Optimization of functional asphalt pavement based on GA-ANN [J]. 吉林大学学报(工学版), 2013, 43(增刊1): 535-538. |
[15] | WANG Li-ming, TAN Yi-qiu, SHI Zhen-wu, LIU Shuang. Determination of warm-mix asphalt reasonable compaction temperature range by impact penetration test [J]. 吉林大学学报(工学版), 2013, 43(06): 1494-1499. |
|