Related Experiment Video
Updated: Aug 29, 2025

08:03
Advanced Self-Healing Asphalt Reinforced by Graphene Structures: An Atomistic Insight
Published on: May 31, 2022
4.6K
Comparison and Analysis of Several Clustering Algorithms for Pavement Crack Segmentation Guided by Computational
Dan Wang1,2,3, Zaijun Zhang1,2, Jincheng Zhou2,3,4
1School of Mathematics and Statistics, Qiannan Normal University for Nationalities, Duyun 558000, China.
Computational Intelligence and Neuroscience
|September 13, 2022
Summary
This study compares spatial clustering algorithms for concrete pavement crack segmentation. Mean-shift clustering performed best in noisy conditions, offering insights for pavement maintenance.
Area of Science:
- Civil Engineering
- Computer Science
- Materials Science
Background:
- Cracks in concrete pavement significantly impact structural integrity.
- Effective pavement crack segmentation is crucial for maintenance and safety.
Purpose of the Study:
- To evaluate and compare the performance of various spatial clustering algorithms for pavement crack segmentation.
- To provide data-driven references for current pavement maintenance strategies.
- To analyze algorithm performance under varying conditions, including noisy images.
Main Methods:
- Spatial clustering algorithms were applied to segment pavement cracks.
- Performance was evaluated using Normalized Mutual Information (NMI) and Rand Index (RI).
- Experiments included analysis of crack photos with and without added Gaussian noise.
Main Results:
- Adding Gaussian noise significantly degraded the segmentation performance of most clustering algorithms.
- The mean-shift clustering algorithm demonstrated the most effective de-noising capabilities based on NMI.
- Some clustering algorithms experienced substantial performance decreases when subjected to noise.
Conclusions:
- Spatial clustering algorithm performance is sensitive to image noise in pavement crack segmentation.
- Mean-shift clustering offers superior robustness and de-noising for pavement crack analysis.
- Findings guide the selection of appropriate algorithms for effective pavement maintenance.
More Related Videos
Related Concept Videos
Microcracking in Concrete
199
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...
199
Types of Non-structural Cracks in Concrete
236
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.
236
Design Example: Joints in Concrete Pavements
250
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...
250
Manipulation and Analysis
55
GIS manipulation and analysis functions are vital for decision-making and planning. These activities range from data retrieval tasks, such as selecting information based on specific criteria, to advanced analytical techniques that address complex spatial problems.One critical GIS analysis method is overlaying, which combines multiple data layers to examine impacts. For example, overlaying a river-dammed lake boundary with road networks can identify affected infrastructure. Another common...
55

