重庆交通大学学报(自然科学版) ›› 2022, Vol. 41 ›› Issue (08): 112-119.DOI: 10.3969/j.issn.1674-0696.2022.08.16
杨军1,唐胜刚1,许新权1,2
收稿日期:
2020-11-30
修回日期:
2021-03-03
发布日期:
2022-08-19
作者简介:
杨军(1968—),女,江苏扬州人,教授,博士生导师,主要从事道路材料与结构方面的研究。E-mail:yangjun@seu.edu.cn
通信作者:许新权(1981—),男,江苏徐州人,博士研究生,高级工程师,主要从事道路材料与结构方面的研究。E-mail:xuxinquan998@126.com
基金资助:
YANG Jun1, TANG Shengang1, XU Xinquan1,2
Received:
2020-11-30
Revised:
2021-03-03
Published:
2022-08-19
摘要: 为了研究细集料特性对GAC-16沥青混合料技术性能的影响,对石灰岩和辉绿岩两种细集料进行了扫描电镜(SEM)、吸柱试验和水煮试验来分析两种细集料的特性。对两种细集料在3种配制方案下成型的GAC-16沥青混合料试件进行了高低温性能、水稳定性和疲劳性能评价;分析了3种GAC-16沥青混合料动态模量在不同加载频率下的变化规律,并依据时-温等效原理和非线性最小二乘法拟合得到3种GAC-16混合料动态模量主曲线;从而全面分析了不同细集料特性对GAC-16混合料技术性能的影响。研究结果表明:辉绿岩细集料具有比石灰岩更高的表面粗糙度和表面自由能,但抗水煮剥落性较差;相较于石灰岩,采用辉绿岩细集料的GAC-16混合料的高温抗车辙性能较好,但同时疲劳寿命和低温抗裂性也较差;这两种细集料对GAC-16混合料的水稳定性能几乎无影响;细集料对GAC-16混合料动态模量具有一定影响,在低频(高温)条件下,辉绿岩细集料制备的GAC-16沥青混合料抗变形能力出现明显的衰减。综合水煮试验、车辙试验以及动态模量试验结果来看,初步认为辉绿岩细集料制备的GAC-16混合料在高温条件下有较高的温度变化敏感性。
中图分类号:
杨军1,唐胜刚1,许新权1,2. 细集料特性对GAC-16沥青混合料技术性能的影响[J]. 重庆交通大学学报(自然科学版), 2022, 41(08): 112-119.
YANG Jun1, TANG Shengang1, XU Xinquan1,2. Influence of Fine Aggregate Properties on the Technical Performance of GAC-16 Asphalt Mixture[J]. Journal of Chongqing Jiaotong University(Natural Science), 2022, 41(08): 112-119.
[1] 熊依筱.GAC-13C沥青混合料抗滑性能试验研究[D].重庆:重庆交通大学,2018:3-4.
XIONG Yixiao. Study on Anti Sliding Performance of GAC-13C Asphalt Mixture[D]. Chongqing: Chongqing Jiaotong University, 2018: 3-4. [2] ZHANG Chenchen, YANG Guang, ZHOU Lijia, et al. Fine aggregate interference on thermal stability of asphalt mixture[J]. Applied Mechanics and Materials, 2014, 470: 823-826. [3] BENNERT T, MAHER A, BRYANT M, et al. Comparing fine aggregate angularity with aggregate and hot-mix asphalt performance tests[J].Journal of the Transportation Research Board, 2006, 1962(1): 79-89. [4] 韩海峰,吕伟民.细集料棱角性对沥青混合料性能的影响[J].同济大学学报,2002,30(3):302-306. HAN Haifeng, LYU Weimin. Effect of fine aggregate angularity on hot-mix asphalt properties[J]. Journal of Tongji University, 2002, 30(3): 302-306. [5] WU Shaopeng, CUI Peiqiang, ZHANG Dengfeng. Application of limes-tone manufactured sand as fine aggregate in asphalt concrete[J]. Key Engineering Materials, 2012, 509: 123-127. [6] CAO Weidong, LIU Shutang, FENG Zhigang. Comparison of perfor-mance of stone matrix asphalt mixtures using basalt and limestone aggregates[J]. Construction and Building Materials, 2013, 41: 474-479. [7] SHANG Fei, LI Kaixuan, ZHANG Xinyan, et al. Effect of fine aggre-gate on properties of asphalt mixture[J]. Key Engineering Materials, 2014, 599: 115-119. [8] JOHNSON E, LI Xinjun, ZOFKA A, et al. Investigation of superpave fine aggregate angularity criterion for asphalt concrete[J]. Journal of the Transportation Research Board, 2007, 1998(1): 75-81. [9] ZHU Zhongrong, YE Yong. Performance investigation of fine aggregate size and content on asphalt mastic[J]. Advanced Materials Research, 2012, 424/425: 7-10. [10] SUN Zhaohui, ZHANG Shuo, ZHU Guangqiang, et al. High tempera-ture performance prediction model of GAC-20 modified asphalt mixture[C]∥4th Annual International Conference on Material Science and Engineering(ICMSE 2016). Paris: Advances in Engineering Research, 2016: 260-265. [11] SUN Zhaohui, CHENG H Y, ZHU Guangqiang, et al.Low temperature performance prediction model of GAC-20 modified asphalt mixture[C]∥IOP Conference Series: Materials Science and Engineering. Bristol, England: IOP Publishing, 2017. [12] SUN Zhaohui, WANG Simeng, ZHU Guangqiang. The design method of aggregate gradation of GAC-20 modified asphalt mixture based on road performance[J] . Materials Science and Engineering, 2018, 381(1): 1-8. [13] NAZARY M, KOFTECI S. Experimental study on usability of various construction wastes as fine aggregate in asphalt mixture[J].Construction and Building Materials, 2018, 185: 369-379. [14] SUN Yihan, WU Shaopeng, ZHU Jiqing, et al. Investigation on proper-ties of granite asphalt mixtures prepared using fine recycled concrete aggregate[J]. Advanced Materials Research, 2011, 211/212: 1066-1071. [15] TAN Tan, FAN Zepeng, XING Chao, et al. Evaluation of geometric characteristics of fine aggregate and its impact on viscoelastic property of asphalt mortar[J]. Applied Sciences, 2020, 10(1): 1-16. [16] HADDOCK J E, PROWELL B D. Deter mination of aggregate specific gravity and its effect on HMA mixture performance[J].ASTM Special Technical Publication, 2001, 1412: 160-172. [17] XIE Xiaoguang, LU Guoyang, LIU Pengfei, et al. Evaluation of morphological characteristics of fine aggregate in asphalt pavement[J]. Construction and Building Materials, 2017, 139: 1-8. [18] LIN Cong, WANG Tongjing. Effect of fine aggregate angularity on skid-resistance of asphalt pavement using accelerated pavement testing[J]. Construction and Building Materials, 2018, 168: 41-46. [19] LIU Hui, WANG Lijiu. Fractal dimension analysis of the fine aggregate gradation of interlocking skeleton asphalt mixture[J]. Journal of Wuhan University of Technology(Materials Science Edition), 2011, 26(3): 567-572. [20] ZHANG Hengji, LI Hui, ABDELHADY A, et al. Investigation on surface free energy and moisture damage of asphalt mortar with fine solid waste[J]. Construction and Building Materials, 2020, 231: 1-11. [21] 张越.沥青与集料界面粘附性研究[D].西安:长安大学,2014:41-45. ZHANG Yue.Study on Adhesion of Interface between Asphalt and Aggregate[D]. Xian: Changan University, 2014: 41-45. [22] 周刚,蒋方听,王坤生.冷补沥青与集料黏附性定量评价方法研究[J].重庆交通大学学报(自然科学版),2020,39(12):88-93. ZHOU Gang, JIANG Fangting, WANG Kunsheng. Quantitative evalua-tion method of adhesion property of cold patch asphalt and aggregate[J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 88-93. [23] 董仕豪,韩森,尹媛媛,等.基于表面能理论的石灰改性沥青黏附性研究[J].重庆交通大学学报(自然科学版),2021,40(3):89-97. DONG Shihao, HAN Sen, YIN Yuanyuan, et al.Adhesion of lime modified asphalt based on surface energy theory[J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(3): 89-97. [24] 交通运输部公路科学研究院.公路沥青路面施工技术规范:JTG F40—2004[S].北京:人民交通出版社,2004. ResearchInstitute of Highway Ministry of Transport. Technical Specifi-cation for Construction of Highway Asphalt Pavements: JTG F40—2004[S]. Beijing: China Communications Press, 2004. [25] 孔维川.集料特性对沥青-集料界面性能影响研究[D].西安:长安大学,2012:24-27. KONG Weichuan.Impacts of Aggregate Characteristics on Asphalt/Aggregates Interface Properties[D]. Xian: Changan University, 2012: 24-27. [26] 龚先祁.矿料与沥青粘附性对混合料水损害的影响机理研究[D].重庆:重庆交通大学,2017:51-60. GONG Xianqi. Research on Influence Mechanism of Mixture Moisture Damage by Adhesive Performance of Aggregate and Asphalt[D]. Chong-qing: Chongqing Jiaotong University, 2017: 51-60. [27] 魏翰超.基于强度理论的沥青混合料水稳定性评价指标的研究[D].哈尔滨:哈尔滨工业大学,2010:28-29. [27] WEI Hanchao. Research on Index of Asphalt Mixture Water Stability Testing Based on the Strength Theory[D]. Harbin: Harbin Institute of Technology, 2010: 28- 29. [28] 孙岩松.基于湿热气候的老挝沥青路面分区及沥青混合料性能评价方法研究[D].西安:长安大学,2014:70-85. SUN Yansong. Study on the Laos Partition of Asphalt Pavement and Asphalt Mixture Performance Evaluation Method Research Based on Laos Hot and Humid Climate[D ]. Xian: Changan University, 2014: 70-85. [29] 梅朝.就地热再生沥青混合料水稳定性评价方法研究[D].重庆:重庆交通大学,2016:43-48. MEI Zhao.Research on the Water Stability Evaluation Method of Hot In-Place Recycling Asphalt Mixture[D]. Chongqing: Chongqing Jiaotong University, 2016: 43-48. [30] 中交路桥技术有限公司.公路沥青路面设计规范:JTG D50—2017[S].北京:人民交通出版社,2017. CCRB Science and Technology Co., Ltd.. Specification for Design of Highway Asphalt Pavement: JTG D50—2017[S]. Beijing: China Communications Press, 2017. |
[1] | 孔令云, 张艺昕, 曾玉梅, 黄麟钬. 沥青断裂性能理论模型的建立与试验验证[J]. 重庆交通大学学报(自然科学版), 2023, 42(1): 45-53. |
[2] | 蔡凤杰, 冯振刚, 姚冬冬, 陈婷婷, 韦金城. 沥青蠕变恢复性能快速检测方法研究[J]. 重庆交通大学学报(自然科学版), 2023, 42(1): 54-59. |
[3] | 刘 克. 含弹性极限的Burgers模型研究[J]. 重庆交通大学学报(自然科学版), 2022, 41(09): 89-94. |
[4] | 陈龙, 陈宏斌, 何兆益, 李朋, 王晓东. 基于常规、疲劳与愈合-疲劳试验的沥青再生性能研判[J]. 重庆交通大学学报(自然科学版), 2022, 41(09): 108-116. |
[5] | 冯振刚, 焦晓来, 王书娟, 张健, 姚冬冬. 基于体积参数与路用性能的沥青混合料成型温度研究[J]. 重庆交通大学学报(自然科学版), 2022, 41(09): 123-129. |
[6] | 张争奇1,卢川1,王素青1,2,李乃强3,李宏伟3. 高模量沥青性能及其界定标准研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(09): 109-116. |
[7] | 蔡斌1,余功新2,李彦伟1,薛善光1. 超高掺量胶粉改性沥青性能[J]. 重庆交通大学学报(自然科学版), 2021, 40(09): 117-123. |
[8] | 侯芸1,2,3,董元帅1,2,3,李志豪4,胡森4,曹雪娟5. 植物油再生SBS改性沥青混合料路用性能研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(08): 120-125. |
[9] | 乔志1,陈谦2,王朝辉2,牛昌昌1,郭滕滕2. 新型电气石复合材料及其沥青烟吸附性研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(08): 126-131. |
[10] | 赵伟. 纳米蒙脱石/SBS复掺改性沥青性能试验研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(07): 118-122. |
[11] | 郭鹏1, 陈思贤1, 曹志国1, 刘俊1,孟建玮2,鲜江林3. 复配废机油再生剂的制备及性能研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(06): 87-91. |
[12] | 肖庆一1,2,赵鹏1,孙博伟3,张怡4,丁啸5. 废植物油再生沥青结合料性能研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(06): 92-98. |
[13] | 何丽红1,2,温仙仙1,2,侯艺桐1,2,邓稳1,2. 阴离子乳化沥青粒径大小及分布影响因素分析[J]. 重庆交通大学学报(自然科学版), 2021, 40(06): 99-104. |
[14] | 王志祥1,2,李建阁1,陈楚鹏2. 基于变权重评价的沥青路面使用性能灰色预测[J]. 重庆交通大学学报(自然科学版), 2021, 40(05): 95-101. |
[15] | 肖庆一1,2,3,封仕杰1,孙立东1,陈向伟1. 碱渣掺量对不同龄期下半刚性再生基层力学性能研究[J]. 重庆交通大学学报(自然科学版), 2021, 40(05): 102-109. |
阅读次数 | ||||||
全文 |
|
|||||
摘要 |
|
|||||