• 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

使用加速路面试验研究路面抗滑性能的劣化

Investigating the Deterioration of Pavement Skid Resistance Using an Accelerated Pavement Test.

作者信息

Wu Xiaosheng, Chen Qiwei, Li Yanqing, Dong Niya, Yu Huayang

机构信息

Guangzhou Cheng'an Testing Ltd. of Highway & Bridge, Guangzhou 510420, China.

School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510006, China.

出版信息

Materials (Basel). 2023 Jan 2;16(1):422. doi: 10.3390/ma16010422.

DOI:10.3390/ma16010422
PMID:36614760
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9821979/
Abstract

Stone matrix asphalt (SMA) mixture has been widely used in pavement engineering for its preferable in-service performance. However, deterioration of SMA pavement in skid resistance is apparent under traffic loading. There remains lacking attention on skid resistance attenuation of SMA pavement, which in turn is important for skid durability design in practice. Hence, this study aims to perform a thorough investigation to reveal the skid resistance attenuation law of SMA pavement. Multiple types of SMA-13 mixtures prepared by different material designs were selected to conduct a kneading test that simulates real surface states of in-service SMA pavement. Pressure-sensitive film and a 3D laser scanner were utilized for evaluating anti-skid performance and skid durability. The finite element (FE) method is introduced to simulate vehicle braking distance for skid-resistance evaluation. The results show that skid resistance attenuation of SMA pavement consists of two stages: In the first stage, the skid resistance of SMA pavement experiences a short enhancement, followed by a long-term weakening stage. Abundant surface texture of SMA helps to mitigate the impact of traffic load on skid resistance. The FE analysis and pressure-sensitive film results demonstrate the potential of skid durability design of SMA pavement based on the skid resistance attenuation law.

摘要

沥青马蹄脂碎石混合料（SMA）因其良好的使用性能而在路面工程中得到广泛应用。然而，在交通荷载作用下，SMA路面的抗滑性能劣化明显。目前对SMA路面抗滑性能衰减的关注仍然不足，而这对实际中的抗滑耐久性设计至关重要。因此，本研究旨在进行深入调查，以揭示SMA路面的抗滑性能衰减规律。选择通过不同材料设计制备的多种类型的SMA-13混合料进行模拟SMA路面实际表面状态的揉捻试验。利用压敏薄膜和三维激光扫描仪评估抗滑性能和抗滑耐久性。引入有限元（FE）方法模拟车辆制动距离以进行抗滑性能评估。结果表明，SMA路面的抗滑性能衰减包括两个阶段：在第一阶段，SMA路面的抗滑性能经历短暂增强，随后是长期减弱阶段。SMA丰富的表面纹理有助于减轻交通荷载对抗滑性能的影响。有限元分析和压敏薄膜结果证明了基于抗滑性能衰减规律进行SMA路面抗滑耐久性设计的潜力。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/af78d10b476f/materials-16-00422-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5f6dc3ac2a82/materials-16-00422-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5eca9f2bcf53/materials-16-00422-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/63987cd2bb8b/materials-16-00422-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/2037e9ed4475/materials-16-00422-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/83a16ae27505/materials-16-00422-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/72c8a90f87ec/materials-16-00422-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/cf4640f53f09/materials-16-00422-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/1113e36c9a8b/materials-16-00422-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/2afb742b6020/materials-16-00422-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5b74a3521ce0/materials-16-00422-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/e972a5236ecb/materials-16-00422-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5d0c0fc74209/materials-16-00422-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/3b53b4d9eeba/materials-16-00422-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/d527440bd21f/materials-16-00422-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/af78d10b476f/materials-16-00422-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5f6dc3ac2a82/materials-16-00422-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5eca9f2bcf53/materials-16-00422-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/63987cd2bb8b/materials-16-00422-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/2037e9ed4475/materials-16-00422-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/83a16ae27505/materials-16-00422-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/72c8a90f87ec/materials-16-00422-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/cf4640f53f09/materials-16-00422-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/1113e36c9a8b/materials-16-00422-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/2afb742b6020/materials-16-00422-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5b74a3521ce0/materials-16-00422-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/e972a5236ecb/materials-16-00422-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/5d0c0fc74209/materials-16-00422-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/3b53b4d9eeba/materials-16-00422-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/d527440bd21f/materials-16-00422-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c3bf/9821979/af78d10b476f/materials-16-00422-g015.jpg

相似文献

1
Investigating the Deterioration of Pavement Skid Resistance Using an Accelerated Pavement Test.使用加速路面试验研究路面抗滑性能的劣化
Materials (Basel). 2023 Jan 2;16(1):422. doi: 10.3390/ma16010422.
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
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.
4
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.
5
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.
6
Anti-Skid Characteristics of Asphalt Pavement Based on Partial Tire Aquaplane Conditions.基于部分轮胎水滑状况的沥青路面抗滑特性
Materials (Basel). 2022 Jul 17;15(14):4976. doi: 10.3390/ma15144976.
7
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.
8
Finite Element Method-Based Skid Resistance Simulation Using In-Situ 3D Pavement Surface Texture and Friction Data.基于有限元法的抗滑性能模拟：利用现场三维路面表面纹理和摩擦数据
Materials (Basel). 2019 Nov 21;12(23):3821. doi: 10.3390/ma12233821.
9
Study on Asphalt Pavement Surface Texture Degradation Using 3-D Image Processing Techniques and Entropy Theory.基于三维图像处理技术和熵理论的沥青路面表面纹理退化研究
Entropy (Basel). 2019 Feb 21;21(2):208. doi: 10.3390/e21020208.
10
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.

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.

本文引用的文献

1
Anti-Skid Characteristics of Asphalt Pavement Based on Partial Tire Aquaplane Conditions.基于部分轮胎水滑状况的沥青路面抗滑特性
Materials (Basel). 2022 Jul 17;15(14):4976. doi: 10.3390/ma15144976.
2
Finite Element Method-Based Skid Resistance Simulation Using In-Situ 3D Pavement Surface Texture and Friction Data.基于有限元法的抗滑性能模拟：利用现场三维路面表面纹理和摩擦数据
Materials (Basel). 2019 Nov 21;12(23):3821. doi: 10.3390/ma12233821.