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Sustainable Adaptive Cycle Pavements Using Composite Foam Concrete at High Altitudes in Central Europe

Author

Listed:
  • Martin Decky

    (Department of Highway and Environmental Engineering, University of Zilina, Univerzitna 8215/1, 010 26 Zilina, Slovakia)

  • Katarina Hodasova

    (Department of Highway and Environmental Engineering, University of Zilina, Univerzitna 8215/1, 010 26 Zilina, Slovakia)

  • Zuzana Papanova

    (Department of Structural Mechanics and Applied Mathematics, University of Zilina, Univerzitna 8215/1, 010 26 Zilina, Slovakia)

  • Eva Remisova

    (Department of Highway and Environmental Engineering, University of Zilina, Univerzitna 8215/1, 010 26 Zilina, Slovakia)

Abstract

Climate pavement adaptability is an integral part of a holistic concept of road design, construction, and pavement management. One of the possibilities for fulfilling the mentioned author’s premise in sustainable cycle pavements in the cold region of Central Europe is using composite foam concrete (CFC). To establish the credibility of the design of these pavements, we objectified the correlation dependencies of average annual air temperatures and frost indexes, for altitude regions from 314 to 858 m in the period 1971 to 2020, at its height above sea level. As part of the research on the increase in tensile strength during bending of CFC, extensive laboratory measurements were carried out and validated by isomorphic models of real roads, which enabled an increase in tensile strength during bending from 0.376 to 1.370 N·mm −2 for basalt reinforcing mesh. The research results, verified through FEM (Finite Element Method) models of cycle pavements, demonstrated a possible reduction of total pavement thickness from 56 to 38 cm for rigid pavements and 48 to 38 cm for flexible pavements.

Suggested Citation

  • Martin Decky & Katarina Hodasova & Zuzana Papanova & Eva Remisova, 2022. "Sustainable Adaptive Cycle Pavements Using Composite Foam Concrete at High Altitudes in Central Europe," Sustainability, MDPI, vol. 14(15), pages 1-19, July.
  • Handle: RePEc:gam:jsusta:v:14:y:2022:i:15:p:9034-:d:869988
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    References listed on IDEAS

    as
    1. Martin Decky & Zuzana Papanova & Michal Juhas & Maria Kudelcikova, 2022. "Evaluation of the Effect of Average Annual Temperatures in Slovakia between 1971 and 2020 on Stresses in Rigid Pavements," Land, MDPI, vol. 11(6), pages 1-24, May.
    2. Peter Mésároš & Marcela Spišáková & Tomáš Mandičák & Jozef Čabala & Milan M. Oravec, 2021. "Adaptive Design of Formworks for Building Renovation Considering the Sustainability of Construction in BIM Environment—Case Study," Sustainability, MDPI, vol. 13(2), pages 1-20, January.
    3. Mayara S. Siverio Lima & Mohsen Hajibabaei & Sina Hesarkazzazi & Robert Sitzenfrei & Alexander Buttgereit & Cesar Queiroz & Arnold Tautschnig & Florian Gschösser, 2020. "Environmental Potentials of Asphalt Materials Applied to Urban Roads: Case Study of the City of Münster," Sustainability, MDPI, vol. 12(15), pages 1-19, July.
    4. Marek Drliciak & Jan Celko & Michal Cingel & Dusan Jandacka, 2020. "Traffic Volumes as a Modal Split Parameter," Sustainability, MDPI, vol. 12(24), pages 1-21, December.
    5. Audrius Vaitkus & Judita Gražulytė & Egidijus Skrodenis & Igoris Kravcovas, 2016. "Design of Frost Resistant Pavement Structure Based on Road Weather Stations (RWSs) Data," Sustainability, MDPI, vol. 8(12), pages 1-13, December.
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    1. Mingming Xing & Hongwei Yang & Zhenguo Zhao & Tengjiang Yu, 2023. "Effect of Asphalt Pavement Base Layers on Transverse Shrinkage Cracking Characteristics," Sustainability, MDPI, vol. 15(9), pages 1-11, April.

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