T-shaped arrangement of geophones for rapid quantification of asymmetric behaviour of concrete slabs in central FWD tests
Author:
Affiliation:
1. TU Wien, Institute for Mechanics of Materials and Structures, Vienna, Austria
2. TU Wien, Institute for Transportation, Vienna, Austria
3. Nievelt Labor GmbH, Höbersdorf, Austria
Funder
Austrian Research Promotion Agency
ÖBB-Infrastruktur AG
ASFINAG Bau Management GmbH
TU Wien
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2179050
Reference24 articles.
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2. Development and preliminary investigation of rolling dynamic deflectometer;Bay J.;Transportation Research Record,1995
3. Briggs R.C. et al. 2000. A comparison of the rolling weight deflectometer with the falling weight deflectometer. In: Nondestructive Testing of Pavements and Backcalculation of Moduli: Third Volume . ASTM STP 1375.
4. Fast Falling Weight Deflectometer Method for Condition Assessment of RC Bridges
5. Darter M.I. Hall K.T. and Kuo C.M. 1995. Support under Portland cement concrete pavements . National Cooperative Highway Research Program Project 1-30 FY'93.
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2. Instrumentation of Field-Testing Sites for Dynamic Characterization of the Temperature-Dependent Stiffness of Pavements and Their Layers;Structural Control and Health Monitoring;2023-08-28
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