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March 14, 2026Infrastructures0 citationsOpen Access

Evaluation and Recommendations for Rehabilitation and Modernization of a Road Tunnel in a High Mountain Area

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FNFlaviu Ioan NicăTITeodor Iftimie

Key Points

  • To evaluate and propose solutions for the rehabilitation and modernization of the Capra–Bâlea road tunnel.
  • Conducted a detailed technical inspection of the tunnel's condition.
  • Performed a three-dimensional simulation of current and original cross-sections.
  • Analyzed defects and proposed rehabilitation solutions.
  • Identified significant defects in the tunnel's structure.
  • Recommended modernization techniques to enhance vehicular traffic conditions during winter.
  • Established compliance with current standards for cross-sectional design.

Abstract

The paper presents the evaluation and research undertaken to propose an optimal solution for the Capra–Bâlea road tunnel, within the framework of rehabilitating and modernizing the entire road section, with the objective of ensuring uninterrupted vehicular traffic during the winter season. The Capra–Bâlea road tunnel is the longest operational and under exploitation tunnel in Romania, measuring 887 m, and the highest-altitude road tunnel structure in the country, at 2042 m above sea level. It serves as a connection between the historic regions of Tara Romaneasca and Transylvania via the DN7C national road, commonly referred to as the Transfagarasan, which is among Romania’s most significant tourist routes, and contains five of the ten existing road tunnels in the country. The tunnel passes through crystalline metamorphic rocks typical of the Fagaras mountains. The construction method was typical of the 1970s, combining drill-and-blast in the central section with cut-and-cover execution at the two ends. The technical condition of the tunnel, evaluated through a detailed technical inspection, is presented, highlighting defects and proposing rehabilitation or restoration solutions. The existing cross sections are described and comparatively analyzed against the currently recommended cross-sections in accordance with present standards and gauge requirements. A three-dimensional simulation of both the current and original cross-sections was performed to investigate the behavior of this type of structure, and solutions for tunnel rehabilitation and modernization are recommended. Finally, the advantages of the proposed solution are discussed.

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Cite This Study

Nică et al. (2026) studied this question.

synapsesocial.com/papers/69b4ba1818185d8a398029efhttps://doi.org/10.3390/infrastructures11030094
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