Innovative Treatment to Winter Distresses Using a Prefabricated Rollable Pavement Based on a Textile-Reinforced Concrete
Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 1
Abstract
For a fast treatment of winter distresses, a 1-cm-thick rollable pavement was developed based on a textile-reinforced concrete with short fibers. After the rollable pavement has been placed, its surface is treated with epoxy resin and chippings ranging in size from 2 to 5 mm are applied. This ensures an adequate skid resistance and low tire-surface noise. The research presented in this paper also includes results of performance tests. Firstly, the tensile strength of the rollable pavement was determined using the four-point bending test and compared with the actual stresses in real road pavements. Then, the specimens of the rollable pavement were polished using the Aachener ravelling tester. Changes in the texture and their influences on the acoustic properties, the skid resistance, the drainage, and the ravelling were studied and optimized where needed. It can be concluded that this innovative rollable pavement has high mechanical resistance and stability and very positive texture characteristics. With this technique, winter distresses can be repaired within only a few hours. The new road surface can be opened for traffic quickly after the repairs are made. Therefore, this technique has the potential to contribute to durable road structures and sustainability in road engineering.
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Acknowledgments
The basis of this work was performed within the scope of the project STE 9083-1 financed by the DFG (German Research Foundation). The authors thank Prof. W. Brameshuber and Mr. M. Hinzen from the Institute of Building Materials Research of the RWTH Aachen University (ibac) for their support in specimen preparation in the scope of a student thesis.
References
ABAQUS FEA, version Abaqus 6.11-3 [Computer software]. Providence, RI, Dassault Systèmes Simulia.
Beckenbauer, T. (2003). “Tyre-road noise—Reduction potential of the road surface.” Müller BBM, Planegg, Fortschritte der Akustik—DAGA, Aachen, Germany.
Beckenbauer, T. (2008). “Physics of tyre-road noise, origin of noise, interaction mechanisms and acoustical effect with regard to the impact of road construction technology and road use.” Information meeting noise-reducing road surfaces in practice—Noise action plan.
Beuving, E. (2007). “European developments in asphalt mix characterization.” TPA Conf., European Asphalt Pavement Association (EAPA), Brussels, Belgium.
Brameshuber, W., and Hinzen, M. (2011). “The load bearing behaviour of textile reinforced concrete with short fibres.” 6th Colloquium on Textile Reinforced Structures (CTRS6), Technische Universität Dresden, Dresden, Germany, 187–200.
German Institute for Standardization. (2009). “Tests for mechanical and physical properties of aggregates—Part 8: Determination of the polished stone value.” EN 1097-8, Berlin.
German Institute for Standardization. (2010). “Road and airfield surface characteristics—Test methods—Part 1: Measurement of pavement surface macrotexture depth using a volumetric patch technique.” EN 13036-1, Berlin.
German Institute for Standardization. (2011). “Road and airfield surface characteristics—Test methods—Part 4: Method for measurement of slip/skid resistance of a surface—The pendulum test.” EN 13036-4-2011, Berlin.
Hegger, J., Brameshuber, W., and Gries, T. (2011). “Textile-reinforced concrete—Foundations for the development of a new technology.”, RWTH Aachen Univ., Aachen, Germany.
Li, V. C. (2003). “On engineered cementitious composites (ECC)—A review of the material and its applications.” J. Adv. Concr. Technol., 1(3), 215–230.
Mechtcherine, V. (2009). “Ultra-ductile concrete with short fibres: Development, testing, applications.” Beton 3.
Sandberg, U., and Ejsmont, J. A. (2002). Tyre/road noise reference handbook, Informex, Kisa, Sweden.
Schacht, A., and Oeser, M. (2013). “Quiet innovative topcoat based on synthetics.” DEUFRAKO-Meeting (German-French cooperation in transport research) “Project: ODSurf”, Federal Highway Research Institute, Bergisch Gladbach, Germany.
Schacht, A., Wang, D., and Steinauer, B. (2011). “Investigation of the granule loss of poroelastic road surfaces using the Aachener-Ravelling-Tester (ARTe).” Bauingenieur, S, 160–168.
SPERoN version 3.1.736 [Computer software]. Planegg, Germany, Müller-BBM.
Steinauer, B., Wang, D., and Stanjek, H. (2012). “Enhancing the traffic safety of heavy duty roads through high skid resistance during the whole service life.” Forschung Straßenbau und Straßenverkehrstechnik Heft 1070, Bundesministerium für Verkehr, Bau und Stadtentwicklung, Wirtschafts.
Wang, D., Chen, X., Oeser, M., Stanjek, H., and Steinauer, B. (2014a). “Study of micro-texture and skid resistance change of granite slabs during the polishing with the Aachen polishing machine.” Wear, 318(1–2), 1–11.
Wang, D., Chen, X., Stanjek, H., Oeser, M., and Steinauer, B. (2014b). “Influence of freeze-thaw on the polishing resistance of coarse aggregates on road surface.” Constr. Build. Mater., 64, 192–200.
Wang, D., Chen, X., Yin, C., Oeser, M., and Steinauer, B. (2013a). “Influence of different polishing conditions on the skid resistance development of asphalt surface.” Wear, 308(1–2), 71–78.
Wang, D., Steinauer, B., Stanjek, H., Stanjek, C., Chen, X., and Oeser, M. (2013b). “Effect of combined polishing and freeze-thaw conditioning on the skid resistance of road surface.” Bauingenieur 5.
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© 2014 American Society of Civil Engineers.
History
Received: Jun 27, 2014
Accepted: Nov 6, 2014
Published online: Dec 8, 2014
Discussion open until: May 8, 2015
Published in print: Feb 1, 2016
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