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不同粗集料磨耗试验前后形态特征比较研究

Investigation on Comparison of Morphological Characteristics of Various Coarse Aggregates before and after Abrasion Test.

作者信息

Zhang Saisai, Pei Jianzhong, Li Rui, Wen Yong, Zhang Jiupeng

机构信息

School of Highway, Chang'an University, Xi'an 710064, China.

出版信息

Materials (Basel). 2020 Jan 20;13(2):492. doi: 10.3390/ma13020492.

Abstract

Under the repeated loading, the continuous impact and friction of tires on aggregates resulted in some changes in their morphology, which may cause rutting, decrease in skid resistance, and fatigue damage of the road. In order to explore specific changes in coarse aggregate morphology, the Los Angeles abrasion test was used to simulate the force exerted on coarse aggregates and the morphologies of different aggregates before and after abrasion were compared. Four types of coarse aggregates were selected and their mineral compositions were analyzed by X-Ray Diffraction (XRD). The morphological characteristics were measured using Aggregate Image Measurement System (AIMS-Ⅱ), including angularity, surface texture, sphericity and Flat and Elongation (F and E) ratio. Results showed that the angularity value for each type of aggregates significantly reduced after abrasion and the angularity reductions of various aggregates were consistent with the results of abrasion test, indicting the angularity reduction was the main component of abrasion loss. Whereas, there was no significant different between the surface texture of coarse aggregates before and after abrasion. For shape properties, both sphericity and F and E ratio results showed that aggregates with excessively high F and E ratio were easy to break, which might cause rutting and were harmful to pavement. Therefore, for pavements with high performance requirement, coarse aggregates with large angularity and low abrasion value should be preferred, whereas the quantity of particles with excessively high F and E ratio should be controlled.

摘要

在反复荷载作用下,轮胎对集料的持续冲击和摩擦导致其形态发生了一些变化,这可能会引起车辙、抗滑性能下降以及道路疲劳损坏。为了探究粗集料形态的具体变化,采用洛杉矶磨耗试验来模拟施加在粗集料上的力,并比较了不同集料磨损前后的形态。选择了四种类型的粗集料,并通过X射线衍射(XRD)分析了它们的矿物成分。使用集料图像测量系统(AIMS-Ⅱ)测量形态特征,包括棱角性、表面纹理、球度和平曲度(F和E)比。结果表明,每种集料的棱角性值在磨损后均显著降低,且各种集料的棱角性降低情况与磨耗试验结果一致,表明棱角性降低是磨耗损失的主要组成部分。而粗集料磨损前后的表面纹理没有显著差异。对于形状特性,球度以及F和E比的结果均表明,F和E比过高的集料容易破碎,这可能会导致车辙,对路面有害。因此,对于有高性能要求的路面,应优先选用棱角性大且磨耗值低的粗集料,同时应控制F和E比过高的颗粒数量。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/31c0/7013865/9ca5fcb48388/materials-13-00492-g001.jpg

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