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- 2018
沥青砂浆多次损伤自愈合性能
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Abstract:
沥青砂浆由沥青、细骨料及填料三部分组成,对沥青混合料的性能具有重要影响。为对比分析自愈温度、自愈时间、老化程度及损伤程度对两种沥青砂浆愈合性能的影响,采用四因素三水平正交试验方法设计沥青砂浆小梁弯曲损伤愈合试验,选出最显著影响因素,进行多次间歇期的损伤自愈合试验。利用J积分理论对沥青砂浆的愈合程度进行价评,将断裂韧性Jc作为沥青砂浆损伤愈合的评价指标。试验结果表明:断裂韧性Jc能够表征沥青砂浆内部能量释放过程,可以很好的评价沥青砂浆的愈合能力;老化程度是影响沥青砂浆愈合性能的主要因素,与基质沥青砂浆相比,苯乙烯-丁二烯-苯乙烯(SBS)改性沥青砂浆在多次损伤自愈合后的愈合性能更好;随着损伤次数的增大两种沥青砂浆的愈合度都显著下降。试验结果可为沥青混合料性能研究及路面养护提供参考依据。 Asphalt mortar consists of three parts asphalt, fine aggregate and filler, which has important influence on the performance of asphalt mixture. Four factors and three levels orthogonal test were used to test the damage of the asphalt mortar. The influences of self-healing temperature, self-healing time, aging degree and damage degree on the healing properties of two kinds of asphalt mortar were compared and analyzed, and the most significant influence level was selected to undergo multiple intermittent damage self-healing tests. J-integral theory was used to evaluate the degree of healing of asphalt mortar, and fracture toughness Jc was used as an evaluation index of asphalt mortar damage healing. The test results show that fracture toughness Jc can well describe the internal energy release process of asphalt mortar, and can be used as the healing index of asphalt mortar. Aging degree is the main factor affecting the healing property of two kinds of asphalt mortar. Compared with the matrix asphalt mortar, the styreneic block copolymer(SBS) modified asphalt mortar has better healing performance after repeated damage and self-healing. With the increase of damage times, healing degree of the two kinds of asphalt mortar decreases significantly. The test results can provide reference for asphalt mixture performance research and pavement maintenance. 国家自然科学基金(51568054);内蒙古自然科学基金(2018MS050531)
[1] | 何凡, 唐进, 刘全涛. 沥青砂浆的热诱导自愈合性能研究[J]. 武汉理工大学学报, 2016, 40(4):701-704. HE Fan, TANG Jin, LIU Quantao, Thermally activated self-healing of asphalt mastic[J]. Journal of Wuhan University of Technology, 2016, 40(4):701-704(in Chinese). |
[2] | 谭练武. 沥青混合料损伤愈合性能评价方法研究[D]. 长沙:湖南大学, 2014. TAN Lianwu, Research on evaluation method for self-healing capability of asphalt mixtures[D]. Changsha:Hu'nan University, 2014(in Chinese). |
[3] | QIU J, MOLENAAR A A A, VEN D V M F C, et al. Investigation of self healing behaviour of asphalt mixes using beam on elastic foundation set up[J]. Materials and Structures, 2012, 45:777-791. |
[4] | QIU J, VEN M V D, MOLENAAR A. Crack-healing investigation in bituminous materials[J], Journal of Materials in Civil Engineering, 2013, 25(7):864-870. |
[5] | SU Junfeng, QIU Jian, SCHLANGEN Erik, et al. Experimental investigation of self-healing behavior of bitumen/microcapsule composites by a modified beam on elastic foundation method[J]. Materials and Structures, 2015, 48(12):4067-4076. |
[6] | 刘敬辉, 王瑞宜, 刘宇. 采用J积分对沥青混合料抗裂性能进行评价[J]. 固体力学学报, 2010, 31(1):17-22. LIU Jinghui, WANG Ruiyi, LIU Yu. Evaluation asphalt mixture fracture resistance using the J-integral[J]. Chinese Journal of Solid Mechanics, 2010, 31(1):17-22(in Chinese). |
[7] | SI Z M. Characterization of microdamage and healing of asphalt concrete mixtures[J]. Journal of Materials in Civil Engineering, 2002, 14(6):461-470. |
[8] | MEHRARA A, KHODA A. Quantification of damage recovery of asphalt concrete as a consequence of rest time application using dissipated energy[J]. Journal of Materials and Structures, 2016, 49:2947-2960. |
[9] | NEJAD F M, SORKHABI H, KARIMI M M. Experimental investigation of rest time effect on permanent deformation of asphalt concrete[J]. Journal of Materials in Civil Engineering, 2016, 28(5):06015016. |
[10] | 张登良. 改性沥青机理及应用[J]. 石油沥青, 2003, 17(2):36-38. ZHANG Dengliang. The mechanism and application of modified asphalt[J]. Petroleum Asphalt, 2003, 17(2):36-38. (in Chinese). |
[11] | SHEN S H, CHIU H M, HUANG H. Characterization of fatigue and healing in asphalt binders[J]. Journal of Materials in Civil Engineering, 2010, 22(9):846-852. |
[12] | 孙大权, 张立文, 梁果. 沥青混凝土疲劳损伤自愈合行为研究进展(1)——自愈合行为机理与表征方法[J]. 石油沥青, 2011, 25(5):7-11. SUN Daquan, ZHANG Liwen, LIANG Guo. Review on self-healing behavior of asphalt concrete(1)-mechanism and characterization methods of self-healing behavior[J]. Petroleum Asphalt, 2011, 25(5):7-11(in Chinese). |
[13] | 李晓军, 江丽华. 沥青砂浆粘弹特性试验与模型参数分析[J]. 武汉理工大学学报, 2011, 33(3):83-86. LI Xiaojun, JIANG Lihua. Test and model parameter analysis of asphaltic sand with viscoelasticity[J]. Journal of Wuhan University of Technology, 2011, 33(3):83-86(in Chinese). |
[14] | 张东, 黄晓明, 赵永利. 沥青混合料抗裂性能评价指标对比研究[J]. 建筑材料学报, 2012, 15(2):223-226. ZHANG Dong, HUANG Xiaoming, ZHAO Yongli. Comparative study on the evaluation methods of the fracture resistance of asphalt mixtures[J]. Journal of Building Materials, 2012, 15(2):223-226(in Chinese). |
[15] | 王岚, 王宇. 盐冻破坏下沥青混合料的抗裂性能及影响因素[J]. 建筑材料学报, 2016, 19(4):774-778. WANG Lan, WANG Yu. Influence factors of crack resistance of asphalt mixture under the damage of deicing salt and freezing-thawing cycles[J]. Journal of Building Materials, 2016, 19(4):774-778(in Chinese). |
[16] | 孙海平, 高曙光. 超细橡胶改性沥青正交试验分析[J]. 中外公路, 2016, 36(6):252-256. SUN Haiping, GAO Shuguang. Orthogonal test analysis of modified asphalt with superfine rubber[J]. Chinese and Foreign Highway, 2016, 36(6):252-256(in Chinese). |
[17] | YANG Qun, HE Wenhua. Storage stability of SBS modified bitumen based on mixed-level orthogonal array design[J]. Journal of Southeast University(English Edition), 2012, 28(3):337-343. |
[18] | 许福, 曹政, 董荟青. 体积法计算中沥青膜厚度与最佳沥青用量关系新解[J]. 华东公路, 2006(6):83-87. XU Fu, CAO Zheng, DONG Huiqing, et al. New relation between asphalt film thickness and optimum asphalt content in volume method calculation[J]. East China Highway, 2006(6):83-87(in Chinese). |
[19] | 牛冬瑜. 基于细观力学的沥青砂浆及骨架结构沥青混合料性能研究[D]. 西安:长安大学, 2015. NIU Dongyu, Study on performance of asphalt mortar and framework structured asphalt mixture based on meso-mechanics[D]. Xi'an:Chang'an University, 2015(in Chinese). |
[20] | 中华人民共和国交通运输部. 公路工程沥青及沥青混合料试验规程:JTG E20-2011[S]. 北京:人民交通出版社, 2011. Ministry of Transport of the People's Republic of China. Test code for asphalt and asphalt mixture for highway engineering:JTG E20-2011[S]. Beijing:China Communications Press, 2011(in Chinese). |
[21] | 杨军, 王昊鹏, 廖辉. 沥青混合料疲劳自愈性能关键影响因素[J]. 东南大学学报(自然科学版), 2016, 46(1):197-201. YANG Jun, WANG Haopeng, LIAO Hui. Key influential factors of fatigue and self-healing properties of asphalt mixture[J]. Journal of Southeast University(Natural Science Edition), 2016, 46(1):197-201(in Chinese). |
[22] | RICE J R. A path independent integral and the approximate analysis of strain concentration by notches and cracks[J]. Journal of Applied Mechanics, 1968, 35:368-379. |
[23] | 王自强, 陈少华, 等. 高等断裂力学[M]. 北京:科学出版社, 2009. WANG Ziqiang, CHEN Shaohua, et al. Advanced fracture mechanics[M]. Beijing:Science Press, 2009(in Chinese). |
[24] | 郦正能, 张继奎, 等. 工程断裂力学[M]. 北京:北京航空航天大学出版社, 2012. LI Zhengneng, ZHANG Jikui, et al. Engineering fracture mechanics[M]. Beijing:Beijing University of Aeronautics and Astronautics Press, 2012(in Chinese). |
[25] | 郝培文, 张登良, 胡西宁. 沥青混合料低温抗裂性能评价指标[J]. 西安公路交通大学学报, 2000, 20(3):1-5. HAO Peiwen, ZHANG Dengliang, HU Xining. Evaluation method for low temperature anti-cracking performance of asphalt mixture[J]. Journal of Xi'an Highway University, 2000, 20(3):1-5(in Chinese). |
[26] | 茆诗松, 周纪芗, 陈颖. 试验设计[M]. 北京:中国统计出版社, 2012. MAO Shisong, ZHOU Jixiang, CHEN Ying. Experimental design[M]. Beijing:Chin Statistics Press, 2012(in Chinese) |
[27] | SI Z M, LITTLE D, LYTTON R. Evaluation of fatigure healing effect of asphalt concrete by pseudostiffness[J]. Transportation Research Record, 2002, 1789(1):73-79. |