Journal of Jilin University(Engineering and Technology Edition) ›› 2020, Vol. 50 ›› Issue (1): 165-173.doi: 10.13229/j.cnki.jdxbgxb20180495

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Road performance experiment of diatomite⁃basalt fiber composite modified asphalt mixture

Chun-feng ZHU1,2(),Yong-chun CHENG2,Chun-yu LIANG2(),Bo XIAO3   

  1. 1. School of Civil Engineering, Jilin Jianzhu University, Changchun 130118, China
    2. College of Transportation, Jilin University, Changchun 130022, China
    3. Changchun Municipal Engineering Design and Research Institute, Changchun 130033, China
  • Received:2018-05-21 Online:2020-01-01 Published:2020-02-06
  • Contact: Chun-yu LIANG E-mail:zcf-mine@163.com;liangcy@jlu.edu.cn

Abstract:

In order to meet the requirement of high temperature stability and low temperature crack resistance of asphalt pavement in seasonal frozen soil region of Jilin Province, in this research the diatomite and basalt fiber are simultaneously added into asphalt mixture. Then through the analyses of high temperature stability, low temperature stability, water stability and fatigue properties of compound modified asphalt mixture, the pavement performance of diatomite-basalt fiber composite modified asphalt mixture is evaluated. The results show that the diatomite-basalt fiber composite modified asphalt mixture has good road performance, can significantly improve the high temperature stability of the asphalt mixture, and effectively improve the low temperature crack resistance of the asphalt mixture. The fatigue life of asphalt mixture is greatly improved and the water stability is improved to some extent.

Key words: road engineering, diatomite, basalt fiber, composite modified asphalt mixture, road performance

CLC Number: 

  • U416.2

Table 1

Matrix asphalt performance test results"

指 标 试验结果 规范要求
软化点T R&B/℃ 46.9 ≥45
粘度(135 ℃,mPa·s) 306.9
针入度(25 ℃,0.1 mm) 91.8 80-100
延度(15 ℃,cm) >150 ≥100
密度(15 ℃,g/cm3) 1.016

Fig.1

Diatomite"

Fig.2

Basalt fiber"

Table 2

Basalt fiber performance index"

指 标 规范要求 测试结果
长度/mm 6
直径/μm 10~13
线密度/Tex 2 400±120 2 398
断裂强度/(N?tex-1) ≥0.40 0.55
拉伸弹性模量/GPa ≥85 86.3
抗拉强度/MPa ≥2 000 2 320
断裂伸长率/% ≥2.5 2.84
可燃物含量/% 0.56
吸水率/% ≤0.2 0.030

Fig.3

"

Fig.4

Low temperature splitting test system"

Fig.5

"

Fig.6

Load-deformation curve of splitting test"

Fig.7

Unit section splitting absorption energy"

Fig.9

"

Fig.9

"

1 King G . Additives in asphalt[J]. Journal of the Association of Asphalt Paving Technologisists, 1999, 68: 32-69.
2 Guan B , Xiong R , He R . Investigation of usability of brucite fiber in asphalt mixture[J]. International Journal of Pavement Research & Technology, 2014, 7(3):193-202.
3 黄晓明 .路基路面工程[M]. 北京:人民交通出版社,2017.
4 Kim Y R . Modeling of Asphalt concrete[J]. Journal of Engineering Mechanics, 2007, 116(4):751-772.
5 程永春,马慧莉,张鹏,等 . 不同填料沥青胶浆物理力学性能试验[J]. 吉林大学学报:工学版,2014, 44(6): 1628-1632.
Cheng Yong-chun , Ma Hui-li , Zhang Peng ,et al . Experimental study of physical and mechanical properties of asphalt mortars with different fillers[J]. Journal of Jilin University (Engineering and Technology Edition), 2014, 44(6): 1628-1632.
6 鲍燕妮,蒋相华 . 硅藻土改性沥青混合料路用性能室内试验研究[J]. 公路工程,2010, 35(4):80-83.
Bao Yan-ni , Jiang Xiang-hua . Study on laboratory test of road performance of diatomite-modified-asphalt mixture[J]. Highway Engineering,2010, 35(4):80-83.
7 张兴友,谭忆秋,王哲人 . 硅藻土对沥青温度稳定性的影响[J].公路, 2005(6): 149-152.
Zhang Xing-you , Tan Yi-qiu , Wang Zhe-ren . Effect of diatomite on temperature stability of asphalt[J]. Highway, 2005(6): 149-152.
8 朱东鹏, 章金钊, 陈建兵,等 . 多年冻土地区硅藻土改性沥青混合料路用性能试验[J]. 中国公路学报,2013, 26(4):23-28.
Zhu Dong-peng , Zhang Jin-zhao , Chen Jian-bing . Experiment on road performance of diatomite modified asphalt mixture in permafrost regions[J]. China Journal of Highway and Transport, 2013, 26(4):23-28.
9 李剑,郝培文,梅庆斌 . 硅藻土改性沥青及其混合料路用性能研究[J]. 石油沥青, 2003, 17(2):29-32.
Li Jian , Hao Pei-wen , Mei Qing-bin . A study on the performance of diatomite modified asphalt and the mixture[J]. Petroleum Asphalt 2003, 17(2):29-32.
10 Cong P L , Chen S F , Chen H X . Effects of diatomite on the properties of asphalt binder[J]. Construction and Building Materials, 2012, 30:495-499.
11 谭忆秋,单丽岩,房军,等 . 硅藻土沥青及沥青混合料低温抗裂机理(英文)[J]. 东南大学学报:英文版,2009, 25(1):74-78.
Tan Yi-qiu , Shan Li-yan , Fang Jun , et al . Anti-cracking mechanism of diatomite asphalt and diatomite asphalt mixture at low temperature[J]. Journal of Southeast University (English Edition) 2009, 25(1):74-78.
12 许婷婷 . 玄武岩纤维系列增强沥青混凝土性能及机理研究[D]. 南京:东南大学交通学院, 2011.
Xu Ting-ting . Research on performance and mechanism of basalt fibers series reinforced asphalt concrete[D]. Nanjing: School of Transportation, Southeast University, 2011.
13 陈建荣,叶俊,吴逢春,等 . 短切玄武岩纤维沥青混合料疲劳性能研究[J].公路,2013,58(11): 188-191.
Cheng Jian-rong , Ye Jun , Wu Feng-chun , et al . Investigation on fatigue properties of short-cut basalt fiber asphalt mixture[J]. Highway, 2013, 58(11):188-191.
14 Nihat Morova . Investigation of usability of basalt fibers in hot mix asphalt concrete[J]. Construction and Building Materials,2013(47):175-180.
15 Zheng Yuan-xun , Cai Ying-chun . Fatigue property of basalt fiber-modified asphalt mixture under complicated environment[J]. Journal of Wuhan University of Technology (Materials Science Edition), 2014, 29(5):996-1004.
16 Wang D , Asce A M . Effect of basalt fiber on the asphalt binder and mastic at low temperature[J]. Journal of Materials in Civil Engineering, 2013, 25(3):355-364.
17 Liu Kai , Zhang Wei-hua , Wang Fang . Research on cryogenic properties of different fiber asphalts and mixtures[J]. Advanced Materials Research, 2011,146/147:238-242.
18 Gu Xing-yu , Xu Ting-ting , Ni Fu-jian . Rheological behavior of basalt fiber reinforced asphalt mastic[J]. Journal of Wuhan University of Technology (Materials Science Edition), 2014, 29(5):950-955.
19 胡志钊,陈州 . 纤维沥青胶浆及沥青混合料路用性能试验研究[J].公路工程, 2014(4): 124-127.
Hu Zhi-zhao , Chen Zhou . Experimental study on pavement performance of fiber reinforced asphalt mortar and asphalt mixture[J]. Highway Engineering, 2014(4):124-127.
20 JTG E20——2011. 公路工程沥青混合料试验规程[S].
21 张贤康 .硅藻土材料对沥青混合料性能的影响[D]. 重庆:重庆交通大学建筑与城市规划学院,2008.
Zhang Xian-kang . Effect of diatomite on the performance of asphalt mixture [D]. Chongqing: College of Architecture and Urban Planning, Chongqing Jiaotong University, 2008.
22 赵丽华 . 玄武岩纤维对沥青混合料性能影响机理研究. [D]. 大连:大连理工大学交通运输学院, 2013.
Zhao Li-hua . Study on the influence mechanism of basalt fiber on the performance of asphalt mixture[D]. Dalian: School of Transportation and Logistics, Dalian University of Technology, 2013.
23 张兴友,胡光艳, 谭忆秋 . 硅藻土改性沥青混合料低温抗裂性能研究[J]. 公路交通科技,2006,23(4):11-13.
Zhang Xing-you , Hu Guang-yan , Tan Yi-qiu . Study of low temperature anti-cracking performance of diatomite modified asphalt mixture[J]. Journal of Highway and Transportation Research and Development, 2006,23 (4): 11-13.
24 赵华 .掺磁铁矿料沥青混合料微波特性与路用性能研究[D]. 西安:长安大学公路学院,2016.
Zhao Hua . Study on microwave characteristics and road performance of asphalt mixture blended with magnetite[D].Xi’an: School of Highway, Chang'an University, 2016.
25 李佐山 . 硅藻土改性沥青混合料路用性能研究[D].长春:吉林大学交通学院,2008.
Li Zuo-shan . A Study on the performance of diatomite modified asphalt mixture[D]. Changchun:College of Transportation,Jilin University,2008.
26 张志清,张兴友, 胡光艳,等 .硅藻土改性沥青微观机理分析[J]. 北京工业大学学报, 2007, 33(9):943-947.
Zhang Zhi-qing , Zhang Xing-you , Hu Guang-yan , et al . Analysis of micro-mechanism of diatomite modified asphalt[J]. Journal of Beijing University of Technology, 2007, 33(9): 943-947.
27 张兴友 . 沥青和沥青混合料的硅藻土改性机理研究[D]. 哈尔滨:哈尔滨工业大学交通学院,2005.
Zhang Xing-you . Diatomite modification mechanism of asphalt and asphalt mixture[D]. Harbin: College of Transportation, Harbin Institute of Technology,2005.
28 于斌 . 纤维沥青胶浆流变特性及纤维沥青混合料路用性能研究[D]. 西安:长安大学公路学院,2009.
Yu Bin . Rheological properties of fiber asphalt binder and road performance of fiber asphalt mixture[D].Xi’an: School of Highway, Chang'an University,2009.
29 朱春凤 . 硅藻土-玄武岩纤维复合改性沥青混合料路用性能及力学特性研究[D]. 长春: 吉林大学交通学院,2018.
Zhu Chun-feng . Research on road performance and mechanical properties of diatomite-basalt fiber compound modified asphalt mixture[D]. Changchun: College of Transportation,Jilin University,2018.
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