Combined Use of GPR and PMS Data for Composite Pavement Assessments
Author:
Affiliation:
1. Roadkorea Inc. Rm 1801~1805, The First Tower, 10, Dongtan-Daero 21-gil, Hwaseong-si 18471, Republic of Korea
Publisher
MDPI
Link
https://www.mdpi.com/2673-4591/36/1/40/pdf
Reference8 articles.
1. Performance evaluation of bonded concrete overlay;Kim;Constr. Build. Mater.,2013
2. Development of distress progress model for determining the appropriate time for overlaying durability cracks in concrete pavement;Suh;KSCE J. Civ. Eng.,2022
3. Rhee, J.-Y., Park, K.-E., Lee, K.-H., and Kee, S.-H. (2020). A Practical Approach to Condition Assessment of Asphalt-Covered Concrete Bridge Decks on Korean Expressways by Dielectric Constant Measurements Using Air-Coupled GPR. Sensors, 20.
4. Evaluation of the depth of deteriorations in concrete bridge decks with asphalt overlays using air-coupled GPR: A case study from a pilot bridge on Korean expressway;Rhee;Int. J. Concr. Struct. Mater.,2019
5. Geophysical Survey Systems, Inc. (GSSI) (2020). RADAN 7 Manual, GSSI. Available online: http://www.geophysical.com.
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