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Influence factors and test of mineral filler sedimentation in asphalt mortar(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2012年04期
Page:
12-15,20
Research Field:
Publishing date:

Info

Title:
Influence factors and test of mineral filler sedimentation in asphalt mortar
Author(s):
LI Zu-zhong13 WU Jiang-long2 CHEN Shuan-fa1 YANG Fei-peng1
1. School of Material Science and Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 2. CCCC Second Highway Engineering Co Ltd, Xi'an 710065, Shaanxi, China; 3. Dushanzi Petrochemical Company, PetroChina, Kelamayi 833600, Xinjiang, China
Keywords:
road engineering asphalt mortar mineral filler sedimentation test percentage of density difference mortar performance
PACS:
U414.75
DOI:
-
Abstract:
To study the sedimentation of mineral filler in asphalt mortar, this paper designed mortar sedimentation test to determine the density and viscosity of mortar under different temperatures, analyzed the effect of test conditions and material composition on the mineral filler sedimentation by percentage of density difference to evaluate the applicability of the performance test methods of the asphalt mortar. The results show that the influence of mineral filler sedimentation on the uniformity of mortar is not significant during condensation at room temperature and the existing test methods of mortar performance by molding specimens at room temperature are applicable. The viscosity of asphalt mortar declines sharply and the rate of the mineral filler sedimentation accelerates with the rising of mortar temperature. It also proves that the difference of sedimentation among the mortars reduces as the increasing of filler-asphalt ratio, the higher the grade of base asphalt, the larger quantity of sediment miller is. The percentage of density difference of modified asphalt is smaller than that of base asphalt and the uniformity of the modified asphalt mortar is much better than that of the base asphalt mortars. 5 tabs, 1 fig, 10 refs.

References:

[1] Aljassar A H,Metwali S,Ali M A.Effect of filler types on Marshall stability and retained strength of asphalt concrete[J].Internation Journal of Pavement Engineering,2004,5(1):47-51.
[2]邹桂连,袁 燕,张肖宁.填料对沥青胶浆路用性能的影响[J].华南理工大学学报:自然科学版,2005,33(1):52-56. ZOU Gui-lian,YUAN Yan,ZHANG Xiao-ning.Effect of fillers on the pavement performance of asphalt binder[J].Journal of South China University of Technology:Natural Science Edition,2005,33(1):52-56.(in Chinese)
[3]陈亚莉. 填料不同指标对沥青胶浆和沥青混合料性能影响[J]. 筑路机械与施工机械化,2007,24(4):15-16,19. CHEN Ya-li. Influences of mineral filler with different indexes upon asphalt mortar and asphalt mixture[J]. Road Machinery & Construction Mechanization, 2007,24(4):15-16,19.(in Chinese)
[4] 李 平,芦 军,张争奇,等.沥青混合料用矿粉性能指标研究[J].中国公路学报,2008,21(4):6-11. LI Ping,LU Jun,ZHANG Zheng-qi,et al.Research on performance index of mineral filler used in asphalt mixture[J].China Journal of Highway and Transport,2008,21(4):6-11.(in Chinese)
[5]彭 波,丁智勇,戴经梁.不同类型沥青胶浆路用性能对比[J].交通运输工程学报,2007,7(3):61-65. PENG Bo,DING Zhi-yong,DAI Jing-liang.Road performance comparison of different asphalt mastics[J].Journal of Traffic and Transportation Engineering,2007,7(3):61-65.(in Chinese)
[6]刘 丽,郝培文,肖庆一,等.沥青胶浆高温性能及评价方法[J].长安大学学报:自然科学版,2007,27(5):30-34. LIU Li,HAO Pei-wen,XIAO Qing-yi,et al.High temperature properties and evaluation method of asphalt mortar[J].Journal of Chang'an University:Natural Science Edition,2007,27(5):30-34.(in Chinese)
[7]李 平,张争奇,孙鸿伟,等.沥青胶浆粘度特性研究[J].交通运输工程学报,2008,8(2):49-52. LI Ping,ZHANG Zheng-qi,SUN Hong-wei,et al.Research on viscosity property of asphalt mortar[J].Journal of Traffic and Transportation Engineering,2008,8(2):49-52.(in Chinese)
[8]李 平.基于胶浆特性的沥青混合料设计[D].西安:长安大学,2008. LI Ping. Design of hot mixture asphalt based on mortar character[D]. Xi'an: Chang'an University, 2008.(in Chinese)
[9]JTG E20-2011,公路工程沥青及沥青混合料试验规程[S]. JTG E20-2011, Standard test methods of bitumen and bituminous mixtures for highway engineering[S].(in Chinese)
[10]李祖仲 应力吸收层沥青混合料组成设计及抗裂性能研究[D].西安:长安大学,2009. LI Zu-zhong. Research on material of stress absorbing layers asphalt mixture and anti-cracking performance[D]. Xi'an: Chang'an University, 2009.(in Chinese)

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Last Update: 2012-08-30