• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

结冰条件下沥青路面抗滑性能的试验研究

Experimental Study on Wet Skid Resistance of Asphalt Pavements in Icy Conditions.

作者信息

Yan Boxiang, Mao Huanhuan, Zhong Sai, Zhang Pengfei, Zhang Xiaoshan

机构信息

State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China.

School of Information and Mathematics, Yangtze University, Jingzhou 434000, China.

出版信息

Materials (Basel). 2019 Apr 12;12(8):1201. doi: 10.3390/ma12081201.

DOI:10.3390/ma12081201
PMID:31013783
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6515379/
Abstract

In this research, the durability of skid resistance during the ice melting process with temperature increasing from -5 °C to 10 °C was characterized by means of a British Pendulum Skid Tester. Four types of pavement surfaces were prepared and tested. The difference between two antiskid layers prepared with bitumen emulsion was the aggregate. The detailed angularity and form 2D index of fine aggregates used for antiskid surfaces, characterized by means of the Aggregate Image Measure System (AIMS) with micro image analysis methods, were then correlated with British Pendulum Number (BPN) values. Results indicate that skid resistance has the lowest value during the ice-melting process. The investigated antiskid layers can increase the surface friction during icy seasons. In icy conditions, the skid resistance behavior first worsens until reaches the lowest value, and then increases gradually with increasing temperature. Results from ice-melting conditions on four investigated pavement surfaces give the same temperature range where there will be lowest skid resistance. That temperature range is from 3 °C to 5 °C. A thicker ice layer will result in a lower skid resistance property and smaller "lowest BPN".

摘要

在本研究中,使用英国摆式摩擦系数测试仪对温度从-5°C升至10°C的融冰过程中的防滑耐久性进行了表征。制备并测试了四种类型的路面表面。用沥青乳液制备的两种防滑层之间的差异在于集料。然后,通过集料图像测量系统(AIMS)采用微观图像分析方法对用于防滑表面的细集料的详细棱角性和二维形状指数与英国摆值(BPN)进行了关联。结果表明,防滑性在融冰过程中具有最低值。所研究的防滑层可在结冰季节增加表面摩擦力。在结冰条件下,防滑性能首先变差直至达到最低值,然后随着温度升高逐渐增加。对四种被研究路面表面的融冰条件测试结果表明,在3°C至5°C的温度范围内防滑性最低。冰层越厚,防滑性能越低,“最低BPN”越小。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/027e0157da0e/materials-12-01201-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/3c9b44d60a62/materials-12-01201-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/c5a058a2a117/materials-12-01201-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/33bb2d7995b8/materials-12-01201-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/72fc497d912e/materials-12-01201-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/838539af858f/materials-12-01201-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/1e49102673c9/materials-12-01201-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/da095072d8ac/materials-12-01201-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/a25f50275c09/materials-12-01201-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/cc40dd84ea68/materials-12-01201-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/fd82d46ea088/materials-12-01201-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/d1767f0e01ff/materials-12-01201-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/027e0157da0e/materials-12-01201-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/3c9b44d60a62/materials-12-01201-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/c5a058a2a117/materials-12-01201-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/33bb2d7995b8/materials-12-01201-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/72fc497d912e/materials-12-01201-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/838539af858f/materials-12-01201-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/1e49102673c9/materials-12-01201-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/da095072d8ac/materials-12-01201-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/a25f50275c09/materials-12-01201-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/cc40dd84ea68/materials-12-01201-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/fd82d46ea088/materials-12-01201-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/d1767f0e01ff/materials-12-01201-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b679/6515379/027e0157da0e/materials-12-01201-g012.jpg

相似文献

1
Experimental Study on Wet Skid Resistance of Asphalt Pavements in Icy Conditions.结冰条件下沥青路面抗滑性能的试验研究
Materials (Basel). 2019 Apr 12;12(8):1201. doi: 10.3390/ma12081201.
2
Influence of Morphological Characteristics of Coarse Aggregates on Skid Resistance of Asphalt Pavement.粗集料形态特征对沥青路面抗滑性能的影响
Materials (Basel). 2023 Jul 10;16(14):4926. doi: 10.3390/ma16144926.
3
The Influence of Aeolian Sand on the Anti-Skid Characteristics of Asphalt Pavement.风积沙对沥青路面抗滑性能的影响
Materials (Basel). 2021 Sep 24;14(19):5523. doi: 10.3390/ma14195523.
4
Performance of Noise Reduction and Skid Resistance of Durable Granular Ultra-Thin Layer Asphalt Pavement.耐久性粒料超薄层沥青路面的降噪与防滑性能
Materials (Basel). 2020 Sep 24;13(19):4260. doi: 10.3390/ma13194260.
5
Evaluation of Fine Aggregate Morphology by Image Method and Its Effect on Skid-Resistance of Micro-Surfacing.基于图像法的细集料形态评价及其对微表处抗滑性能的影响
Materials (Basel). 2018 May 29;11(6):920. doi: 10.3390/ma11060920.
6
Determining the Long-Term Skid Resistance of Steel Slag Asphalt Mixture Based on the Mineral Composition of Aggregates.基于集料矿物成分的钢渣沥青混合料长期抗滑性能测定
Polymers (Basel). 2023 Feb 6;15(4):807. doi: 10.3390/polym15040807.
7
A Comparative Study on Skid Resistance of Concrete Pavements Differing in Texturing Technique.不同纹理技术的混凝土路面防滑性能对比研究
Materials (Basel). 2021 Jan 1;14(1):178. doi: 10.3390/ma14010178.
8
Research Progress on Skid Resistance of Basic Oxygen Furnace (BOF) Slag Asphalt Mixtures.转炉钢渣沥青混合料抗滑性能研究进展
Materials (Basel). 2020 May 8;13(9):2169. doi: 10.3390/ma13092169.
9
Study on the Attenuation of Long-Term Skid Resistance of Asphalt Mixtures under Aeolian Sand Conditions.风积砂条件下沥青混合料长期抗滑性能衰减研究
Materials (Basel). 2023 Nov 21;16(23):7247. doi: 10.3390/ma16237247.
10
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements.汇总集料矿物成分数据集,以估算平均集料硬度参数,从而预测路面的长期抗滑性能。
Data Brief. 2020 Jun 11;31:105849. doi: 10.1016/j.dib.2020.105849. eCollection 2020 Aug.

引用本文的文献

1
Study on the Attenuation of Long-Term Skid Resistance of Asphalt Mixtures under Aeolian Sand Conditions.风积砂条件下沥青混合料长期抗滑性能衰减研究
Materials (Basel). 2023 Nov 21;16(23):7247. doi: 10.3390/ma16237247.
2
Evaluate Pavement Skid Resistance Performance Based on Bayesian-LightGBM Using 3D Surface Macrotexture Data.基于贝叶斯-轻梯度提升机(Bayesian-LightGBM)利用三维表面宏观纹理数据评估路面抗滑性能
Materials (Basel). 2022 Jul 30;15(15):5275. doi: 10.3390/ma15155275.
3
The Influence of Aeolian Sand on the Anti-Skid Characteristics of Asphalt Pavement.

本文引用的文献

1
Evaluation of Fine Aggregate Morphology by Image Method and Its Effect on Skid-Resistance of Micro-Surfacing.基于图像法的细集料形态评价及其对微表处抗滑性能的影响
Materials (Basel). 2018 May 29;11(6):920. doi: 10.3390/ma11060920.
风积沙对沥青路面抗滑性能的影响
Materials (Basel). 2021 Sep 24;14(19):5523. doi: 10.3390/ma14195523.
4
Sustainable Designed Pavement Materials.可持续设计的路面材料。
Materials (Basel). 2020 Mar 29;13(7):1575. doi: 10.3390/ma13071575.