T-shaped arrangement of geophones for rapid quantification of asymmetric behaviour of concrete slabs in central FWD tests

Author:

Díaz Flores Rodrigo1,Aminbaghai Mehdi1,Eberhardsteiner Lukas2,Blab Ronald2,Buchta Martin3,Pichler Bernhard L. A.1ORCID

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

Reference24 articles.

1. AASHTO 2008. Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. In : American Association of State Highway and Transportation Officials . Washington D.C.

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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