实现:包括注释的路面应急类型和严重程度数据集
Mohammad Rezaeimanesh1, Amir Golroo1, Mohammad Sadegh Fahmani1
1Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran.
Data in brief
|June 16, 2025
概括
阿泰恩数据集提供了各种各样的智能手机图像集合,用于路面应急检测. 该资源有助于开发机器学习模型,以改善路面管理和修复.
科学领域:
- 土木工程 土木工程是指土木工程.
- 计算机科学 计算机科学
- 人工智能的人工智能
背景情况:
- 路面危险检测对于有效的路面管理和康复 (M&R) 至关重要.
- 现有的数据集可能缺乏应急类型,严重程度或数据收集方法的多样性.
- 自动化系统需要全面的数据集来进行强大的模型训练.
研究的目的:
- 介绍Attain数据集用于路面危险分类和物体检测.
- 促进用于路面M&R的机器学习和深度学习模型的开发.
- 使用随时可用的智能手机摄像头提供具有成本效益和高质量的数据集.
主要方法:
- 使用安装在车辆风玻璃上的智能手机收集了2293张图像.
- 由路面工程专家手动注释的图像,识别了10个危险类别和2个严重程度.
- 标注了19761个应急事件的类型和严重程度.
主要成果:
- 阿泰恩数据集包括10个路面危害类别,其严重程度分别为低,中,高.
- 包括在各种照明和交通场景下的各种条件.
- 19,761个紧急情况被注释,为模型培训提供了丰富的数据.
结论:
- 阿泰恩数据集支持自动化路面应急检测系统的开发.
- 提高了路面维护决策的效率和准确性.
- 它的多样化和详细的注释使它成为研究人员和从业人员的宝贵资源.
相关概念视频
Design Example: Joints in Concrete Pavements
272
Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
272
Mortar Joint Deterioration in Masonry
166
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
The...
166
Types of Non-structural Cracks in Concrete
251
Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
251
Microcracking in Concrete
218
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
218
Creep in Concrete
490
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
490
Stress-Strain Diagram
853
A stress-strain diagram is a crucial tool that graphically displays a material's mechanical characteristics. This diagram is derived from a tensile test performed on a carefully prepared cylindrical specimen. The specimen has two gauge marks inscribed on its central part, and the distance between these marks is known as the gauge length. The cylindrical specimen is placed in a testing machine, which applies an increasing centric load. As this load grows, so does the gauge length. This...
853


