Ye Yuan

ORCID: 0000-0002-9569-5698
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About
Contact & Profiles
Research Areas
  • Infrastructure Maintenance and Monitoring
  • Asphalt Pavement Performance Evaluation
  • Geophysical Methods and Applications
  • Landslides and related hazards
  • Angiogenesis and VEGF in Cancer
  • Mental Health Research Topics
  • Aortic aneurysm repair treatments
  • Traffic Prediction and Management Techniques
  • Cardiac, Anesthesia and Surgical Outcomes
  • Genital Health and Disease
  • Traffic control and management
  • Image and Signal Denoising Methods
  • Concrete Corrosion and Durability
  • Urologic and reproductive health conditions
  • Climate change and permafrost
  • Eating Disorders and Behaviors
  • Sexual function and dysfunction studies
  • Obesity, Physical Activity, Diet

Wenzhou Medical University
2024

Tongji University
2024

Fuzhou University
2023

Peking Union Medical College Hospital
2022

Chinese Academy of Medical Sciences & Peking Union Medical College
2022

Beijing University of Technology
2022

The traffic data corrupted by noise and missing entries often lead to the poor performance of Intelligent Transportation Systems (ITS), such as bad congestion prediction route guidance. How efficiently impute is an urgent problem. As a classic deep learning method, Generative Adversarial Network (GAN) achieves remarkable success in image recovery fields, which opens up new way for imputation. In this paper, we propose novel spatio-temporal GAN model imputation (STGAN). Firstly, design...

10.1109/tbdata.2022.3154097 article EN IEEE Transactions on Big Data 2022-02-24

Due to the difficulties in sampling, high sensitivity humidity, and inconvenience storage, undisturbed loess is prone changes its original structure. Therefore, trace amounts of cement salt are added remolded soil simulate structure loess. The GDS dynamic three-axial test apparatus was used investigate influence dry density, content, confining pressure (CP) on distortion characteristics artificially structured soil. Based triaxial tests, Hardin–Drnevich (H-D) model established through...

10.3390/buildings15071198 article EN cc-by Buildings 2025-04-06

Loess is a distinctly structured soil. Undisturbed loess prone to geological hazards, such as liquefaction and landslides under dynamic loads. There are also problems the inhomogeneity, anisotropy, disturbance of in situ sampling. An artificial structural prepared accurately display characteristics undisturbed loess. This study took object, through triaxial tests, analyzed effects confining pressure (σ3), dry density (ρd), cement content (D) on its strength. Then, strength index model was...

10.3390/buildings15081227 article EN cc-by Buildings 2025-04-09

Roads are the foundation of intelligent transportation systems, yet cracks widely present in roads and seriously affect system performance. Cracks not repaired promptly can develop into severe road defects, significantly increasing risk traffic accidents. Researchers community have started to focus on automatic sensing asphalt pavements, while it is still a challenging task concrete pavements. pavement easily recognized as interrupted segments rather than continuous whole due interference...

10.1109/tim.2024.3378205 article EN IEEE Transactions on Instrumentation and Measurement 2024-01-01

Short penile skin due to excessive circumcision is a complex condition requiring surgical care. The study aims investigate the effect of full-thickness grafting (FTSG) in treating short skin.A retrospective analysis was performed on 24 patients with insufficient skin. included underwent from scrotum and groin region Genital Plastic Surgery Center between February 2014 September 2021. Morphology penis, length complication, donor area healing status observed by authors. Additionally,...

10.3389/fsurg.2022.999916 article EN cc-by Frontiers in Surgery 2022-10-24

This research investigates the mechanical and acoustic properties of sandstone under alternating freeze-thaw cyclic loading (FTF) using emission (AE) ultrasonic testing techniques. The specimens are subjected to five cycles followed by ten low stress loading-unloading (stress lower than 40% rock's ultimate strength), referred as first stage action (Stage 1). process is repeated several times until failure rock sample, simulating effects multiple that may occur in cold region engineering....

10.2139/ssrn.4516142 preprint EN 2023-01-01
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