EFFECT OF BASALT FIBER PARAMETERS ON ASPHALT MIXTURE BASED ON SPATIAL DISTRIBUTION MODEL

Abstract

Abstract: Aiming at the spatial distribution of basalt fibers in asphalt mixtures, the distribution model of basalt fibers in asphalt mixtures was established by using MATLAB, AutoCAD and ABAQUS. The effects of different spatial distribution of basalt fibers on the performance of asphalt mixtures were studied. Based on the spatial random distribution model, the effects of different fiber content and aspect ratio on the flexural-tensile properties of asphalt mixtures were analyzed. The results show that with the increase of fiber content and fiber aspect ratio, the maximum flexural stress of asphalt mixture layer bottom tends to decrease, that is, the better flexural-tensile performance of asphalt mixture. Considering the economy and actual construction conditions, the best effect of fiber reinforcement is obtained when fiber content is 0.3% and fiber aspect ratio is 35 (fiber length is 6 mm). The research results can provide a reference for the selection of reasonable basalt fiber content and aspect ratio in asphalt mixture.

Key words: road engineering, asphalt mixture, basalt fiber, flexural-tensile performance, numerical simulation

CLC Number:

TB332

YANG Cheng-cheng, LIU Zhao-hui, LIU Li, LI Sheng. EFFECT OF BASALT FIBER PARAMETERS ON ASPHALT MIXTURE BASED ON SPATIAL DISTRIBUTION MODEL[J]. Fiber Reinforced Plastics/Composites, 2019, 0(9): 14-19.

References

[1] 赵豫生, 李红涛. 玄武岩短切纤维对沥青混凝土性能的影响[J]. 公路交通科技, 2012, 29(9): 38-42.
[2] 郝英哲, 岳冬梅, 苏江, 等. 纤维增强弹性体基复合材料的有限元模拟分析[J]. 合成橡胶工业, 2014, 37(2).
[3] 范文孝, 康海贵, 郑元勋, 等. 玄武岩纤维改性沥青混合料路用性能试验研究(英文)[J]. Journal of Southeast University(English Edition), 2010, 26(4): 614-617.
[4] Artemenko S E, Arzamastsev S V, Shatunov D A, et al. Basalt plastics-new materials for road construction[J]. Fibre Chemistry, 2008, 40(6): 499-502.
[5] 徐刚, 赵丽华, 赵晶. 玄武岩矿物纤维改善沥青混合料性能研究[J]. 公路, 2011(6): 167-171.
[6] 张小元. 基于细观结构的纤维沥青混凝土疲劳损伤机制研究[D]. 上海:东南大学, 2018.
[7] 张丽娟, 张肖宁, 王端宜. 受移动集中力作用的沥青路面永久变形的精确解(英文)[J]. 科学技术与工程, 2007, 7(22): 5848-5854.
[8] 颜可珍, 胡迎斌, 游凌云, 等. 横观各向同性沥青路面结构动力响应分析[J]. 公路交通科技, 2017, 34(5): 1-9.
[9] Sinha S, Islam S H, Obaidat M S. A comparative study and analysis of some pseudorandom number generator algorithms[J]. Security and Privacy, 2018, 1.
[10] Qin F, Zhang J. Three-dimensional modelling of steel fiber reinforced concrete material under intense dynamic loading[J]. Construction & Building Materials, 2013, 44(7): 118-132.
[11] Liu L, Liu ZH, Cao Q, et al. Rheological property and enhancement mechanism for basalt fiber rubber asphalt mucilage[C]//Transportation Research Congress. 2017: 5.
[12] 公路工程沥青及沥青混合料试验规程: JTG E20—2011.[S].
[13] Zhang X, Gu X, Lv J, et al. 3D numerical model to investigate the rheological properties of basalt fiber reinforced asphalt-like materials[J]. Construction & Building Materials, 2017, 138(Complete): 185-194.
[14] Morova N. Investigation of usability of basalt fibers in hot mix asphalt concrete[J]. Construction & Building Materials, 2013, 47(10): 175-180.
[15] 熊刚, 张航. 玄武岩纤维沥青混合料路用性能试验研究[J]. 公路交通技术, 2016, 32(4): 26-30.