Jul 2026· ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences· Vol XI-2-2026, pp. 631-637· 0 citations· 6 references
Abstract
Abstract. The maintenance of airport pavements is critical to ensuring the safety and efficiency of air operations. Conventional inspection methods are often time-consuming, subjective, and prone to inconsistencies in data collection. Recent advances in unmanned aerial vehicle (UAV) photogrammetry offer a potential alternative for improving inspection efficiency and measurement accuracy. This study evaluates the applicability of UAV-based photogrammetry for the detection and quantification of pavement distresses under conditions representative of airport infrastructure. Image data were acquired at different flight altitudes and overlap configurations and processed using Structure-from-Motion techniques to generate high-resolution orthomosaics and Digital Elevation Models (DEMs). The resulting datasets were analyzed to identify, delineate, and classify deterioration types and severity levels. The results indicate that a flight altitude of 10 m combined with 80% longitudinal and 70% transversal overlap provides an optimal balance between spatial resolution and operational efficiency. Under unobstructed conditions, photogrammetric analysis detected more than 98% of existing distresses and enabled more precise geometric delineation compared to traditional field-based methods. Undetected distresses were primarily associated with shadowed or obstructed areas, highlighting the influence of environmental conditions on detection performance. Overall, the findings demonstrate that UAV-based photogrammetry is a reliable and efficient approach for pavement condition assessment, with significant potential to enhance data quality and reduce inspection time in airport infrastructure management.
A masking strategy during orthophoto generation is proposed, where U-Net is employed to detect shadow regions and Laplacian variance is used to identify blurred areas, thereby improving the reliability of orthophotos for automated pavement condition assessment.
Yueh-Che Li, J. Jhan· The International Archives o...· 0 citations
Abstract. UAS photogrammetry has become an efficient solution for acquiring high-resolution geospatial data for urban mapping, environmental monitoring, and 3D modelling. However, mission planning still involves a trade-off between data quality and operational efficiency, particularly regarding flight altitude, which d...
Emanuel Amorim, Diogo Inojosa, Jailson Rodrigues et al.· The International Archives o...· 0 citations
In the aftermath of natural disasters, roadway obstructions can hinder access to impacted communities, which can severely impact emergency response and evacuation efforts. Traditional ground-based and aerial reconnaissance methods for obstruction detection are often limited by cost, accessibility, and efficiency. Thi...
Chonnapat Opanasopit, Joseph Louis· Journal of computing in civi...· 0 citations
High-resolution spatial data is crucial for riverine modeling and flood mitigation. Traditional data often lacks necessary resolution or flexibility, making Unmanned Aerial Vehicles (UAVs) a transformative solution for generating precise Digital Elevation Models (DEMs). This systematic review analyzes 65 peer-reviewed...
Nabil Muhamad, Yassir Arafat, A. Yunar· Journal of Geospatial Scienc...· 1 citation
Pavement condition assessment is essential for effective road network management, as paved roads deteriorate over time due to traffic loading and environmental effects. Traditional pavement surveys rely on in-situ measurements and visual inspections to identify surface distresses such as cracking, raveling, and weather...
Abdel-Halem A. Abdel-hamed, Abdallah Samir Abdallah, Ibrahim Elnaml et al.· IOP Conference Series: Earth...· 0 citations
Abstract. High-resolution monitoring of road infrastructure is essential for the early detection of geomorphological instabilities such as landslides and erosion. This study evaluates the performance of handled MMS under different vehicle-mounted configurations: a 2-meter survey pole versus a suction-cup mount, and var...
J. M. Gómez-López, José Luis Pérez-García, A. Mozas-Calvache et al.· The International Archives o...· 0 citations
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