Abstract
Ultrasonic tomography is an emerging method of nondestructive concrete pavement diagnostics which can be used for improved quality assurance/quality control during concrete pavement construction and assist in rehabilitation decision making. Detection of flaws using ultrasonic tomography requires significant effort and user expertise. To address these limitations, a quantitative method for determining the presence of defects in concrete pavements was developed. The proposed method is an adaptation of the recently developed impact-echo signature analysis method (IESA), which is used for comparison of impact-echo signals. The proposed two-dimensional ultrasonic tomography signature analysis (2D-UTSA) method was used to compare two-dimensional B-scans obtained using a commercial test system in field trials at the Minnesota Rd. Research Facility and the Federal Aviation Administration's National Airport Pavement Test Facility. Analysis of the results showed that the 2D-UTSA method is capable of identifying subsurface defects.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 247-255 |
| Number of pages | 9 |
| Journal | Journal of Testing and Evaluation |
| Volume | 40 |
| Issue number | 2 |
| DOIs | |
| State | Published - Mar 2012 |
| Externally published | Yes |
Keywords
- ASR
- Airport pavement
- Delamination
- Deterioration
- Diagnostics
- Infrastructure
- NDT
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