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Vehicle based system for continuous non-contact surface wave testing of pavements in 50 km/h
Lund University, Sweden.ORCID iD: 0000-0001-7138-2622
Lund University, Sweden.ORCID iD: 0000-0003-0514-7397
KTH, Sweden.
Swedish National Road and Transport Research Institute, Infrastructure, Pavement Technology. KTH, Sweden.ORCID iD: 0000-0002-5665-8288
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2022 (English)In: e-Journal of Nondestructive Testing, E-ISSN 1435-4934, Vol. 27, no 9, p. 1-4Article in journal (Refereed) Published
Abstract [en]

Non-destructive seismic surface wave measurements can be used for quality control of civil engineering infrastructures such as pavements and bridges. The seismic wave speed is directly linked to the dynamic E-modulus of asphalt concrete providing valuable information for quality control of both old and new structures. Non-destructive pavement testing is here demonstrated using a vehicle based system for continuous non-contact surface wave testing of pavements in about 50 km/h. A 48-channel air-coupled microphone array is mounted on the tow bar of a normal car along with a surface temperature IR sensor and GPS. Two metal heads on plastic strips are bouncing on the surface while driving producing high frequency (5-40 kHz) seismic waves in the asphalt concrete. Results demonstrate that the system can record continuous repeatable surface wave measurements with about two measurement points per meter while driving in a speed of 50 km/h. This measurement system opens up the possibility to perform faster and more economically efficient automated measurements with minimal disruption of traffic.

Place, publisher, year, edition, pages
NTD.net , 2022. Vol. 27, no 9, p. 1-4
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:vti:diva-19704DOI: 10.58286/27268OAI: oai:DiVA.org:vti-19704DiVA, id: diva2:1757089
Conference
International Symposium on Non-Destructive Testing in Civil Engineering (NDT-CE 2022), 16-18 August 2022, Zurich, Switzerland (NDTCE 2022)
Available from: 2023-05-15 Created: 2023-05-15 Last updated: 2024-06-05Bibliographically approved

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fulltext(821 kB)52 downloads
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Bjurström, Henrik

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Rydén, NilsStarkhammar, JosefinBjurström, Henrik
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CiteExportLink to record
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