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Related Concept Videos

Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

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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.
281
Microcracking in Concrete01:20

Microcracking in Concrete

235
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...
235
Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

288
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...
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Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

221
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
221
Response Surface Methodology01:16

Response Surface Methodology

319
Response Surface Methodology (RSM) is a collection of statistical and mathematical techniques used to develop, improve, and optimize processes. It is particularly valuable when many input variables or factors potentially influence a response variable.
The process of RSM involves several key steps:
319
Design Example: Alignment of a Road Line Using GIS01:17

Design Example: Alignment of a Road Line Using GIS

129
The alignment of a road line using Geographic Information Systems (GIS) is a critical process in civil engineering, combining advanced technology with practical decision-making. This methodology begins with the collection of geospatial data, including information on land cover, geomorphology, drainage patterns, slope, and contour details. Such data is typically acquired through satellite imagery and GIS tools, offering a comprehensive understanding of the terrain.Once the data is gathered, it...
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Road Surface Crack Detection Method Based on Conditional Generative Adversarial Networks.

Anastasiia Kyslytsyna1, Kewen Xia1, Artem Kislitsyn2

  • 1School of Electronics and Information Engineering, Hebei University of Technology, Tianjin 300401, China.

Sensors (Basel, Switzerland)
|November 13, 2021
PubMed
Summary
This summary is machine-generated.

Improved conditional generative adversarial networks (cGAN) enhance roadway crack detection. The new method accurately identifies crack shapes for better road safety analysis and monitoring.

Keywords:
attention gateconditional generative adversarial networksdashboard images datasetroad crack detection

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Road surface monitoring is crucial for safety and maintenance.
  • Conditional generative adversarial networks (cGAN) show promise for crack detection but struggle with real-world image variations and accurate shape detection.

Purpose of the Study:

  • To propose an improved cGAN with attention gate (ICGA) for more accurate roadway surface crack detection.
  • To enhance the mathematical analysis of detected cracks by improving shape accuracy.

Main Methods:

  • Developed a multi-level model with independent stages for noise removal and crack identification.
  • Integrated two attention gates into a U-net architecture within the pix2pix framework.
  • Created a new dataset by removing non-road elements as noise in the first stage.

Main Results:

  • The proposed ICGA method demonstrated superior performance compared to existing state-of-the-art methods.
  • Achieved more accurate detection of crack shapes, crucial for subsequent mathematical analysis.
  • Successfully focused on crack redistribution, ignoring auxiliary image elements.

Conclusions:

  • The ICGA method offers a significant advancement in roadway crack detection accuracy.
  • This technique improves the reliability of road surface condition assessments.
  • The enhanced segmentation capabilities are vital for road maintenance and safety initiatives.