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Related Concept Videos

Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

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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.
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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...
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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.
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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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Creep in Concrete01:22

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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...
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The construction of masonry paving involves using materials such as bricks, stones, and concrete masonry units. These materials are chosen for their shape, color, strength, and resistance to abrasion and weathering. Masonry units can be installed dry on a thin layer of sand and a gravel base, or they can be embedded in mortar or asphalt on a concrete slab. For areas subjected to heavy vehicular loads, a rigid base layer of reinforced or unreinforced concrete is recommended. In contrast,...
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Automated highway pavement crack recognition under complex environment.

Zhihua Zhang1,2,3, Kun Yan1,2,3, Xinxiu Zhang1,2,3,4

  • 1Faculty of Geomatics, Lanzhou Jiaotong University, Lanzhou, China.

Heliyon
|February 29, 2024
PubMed
Summary
This summary is machine-generated.

This study introduces a ResNet34 model with a convolutional block attention module (CBAM) for enhanced highway pavement crack recognition, improving detection accuracy and recall for various crack types.

Keywords:
Convolutional block attention moduleHighway pavement crackRecognitionResidual network

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Area of Science:

  • Computer Vision
  • Artificial Intelligence
  • Civil Engineering

Background:

  • Pavement damage from various factors necessitates effective monitoring for timely repairs.
  • Recognizing highway cracks in complex environments is challenging due to interferences.
  • Computer vision offers promising solutions for pavement crack detection.

Purpose of the Study:

  • To develop and evaluate a novel computer vision approach for highway pavement crack recognition.
  • To improve the accuracy and efficiency of pavement crack detection using deep learning.
  • To assess the performance of a ResNet34 model integrated with a convolutional block attention module (CBAM).

Main Methods:

  • Trained ResNet18, ResNet34, and ResNet50 models using transfer learning.
  • Selected ResNet34 as the base model and integrated the CBAM module.
  • Conducted further training and evaluated model performance using precision, average recall, and class-specific recall.

Main Results:

  • The ResNet34 model with CBAM integration showed improved test accuracy and average recall.
  • The proposed model outperformed other evaluated models in performance metrics.
  • Achieved high recall rates for transverse (88.8%), longitudinal (86.8%), map cracks (88.5%), repairing (98.3%), and pavement markings (99.9%).
  • Attained the highest precision of 92.9% and average recall of 92.5%.

Conclusions:

  • Integrating CBAM into ResNet34 significantly enhances pavement crack recognition capabilities.
  • The proposed model demonstrates strong potential for highway maintenance applications.
  • Further research is needed to address limitations in detecting mesh cracks.