Reduction of Q-Barton Uncertainty: Proposal of a New Methodology Based on a Factual Geological–Geotechnical Database to Apply in Tunnels

The main goal of this study is to analyse and quantify errors, doubts, and uncertainties associated with the use of Q-Barton system parameters. This study also analyses how related factors influence the observer in tunnel openings. Data from six penstock tunnels of an underground hydraulic circuit at a hydroelectric power plant were used to study the application of the Q-Barton index. Records of values adopted at tunnel opening faces were compared with values calculated and quantified objectively. The values adopted by a geologist at the tunnel opening (Q-Barton-geologist) were compared with statistical values of the Q-Barton (Q-Barton-GGDB) generated from a factual database. This comparison enables the evaluation of the accuracy and influence of the Q-Barton system in tunnel openings, as well as the consequences on labour days and geotechnical support costs associated with a structure represented by the sample used. Using Q-Barton-GGDB, savings of 17.5% on geotechnical supports and 12.9% on labour days will be achieved. Final results highlight the need to explore the issues discussed here further.

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Publication Details

Journal
Applied Sciences
Published
2025-10-16
DOI
https://doi.org/10.3390/app152011075
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Reduction of Q-Barton Uncertainty: Proposal of a New Methodology Based on a Factual Geological–Geotechnical Database to Apply in Tunnels

J. Pamplona, Benedito C. Rodrigues, António Campos e Matos, João Carlos Sousa
Applied Sciences
Rock Mechanics and Modeling
article

Reduction of Q-Barton Uncertainty: Proposal of a New Methodology Based on a Factual Geological–Geotechnical Database to Apply in Tunnels

J. Pamplona, Benedito C. Rodrigues, António Campos e Matos, João Carlos Sousa
article en

Abstract

The main goal of this study is to analyse and quantify errors, doubts, and uncertainties associated with the use of Q-Barton system parameters. This study also analyses how related factors influence the observer in tunnel openings. Data from six penstock tunnels of an underground hydraulic circuit at a hydroelectric power plant were used to study the application of the Q-Barton index. Records of values adopted at tunnel opening faces were compared with values calculated and quantified objectively. The values adopted by a geologist at the tunnel opening (Q-Barton-geologist) were compared with statistical values of the Q-Barton (Q-Barton-GGDB) generated from a factual database. This comparison enables the evaluation of the accuracy and influence of the Q-Barton system in tunnel openings, as well as the consequences on labour days and geotechnical support costs associated with a structure represented by the sample used. Using Q-Barton-GGDB, savings of 17.5% on geotechnical supports and 12.9% on labour days will be achieved. Final results highlight the need to explore the issues discussed here further.

Applied SciencesVol. 15(20)
Universidade do Porto (PT), Centro Hospitalar de Vila Nova de Gaia (PT), Infraestruturas de Portugal (Portugal) (PT), University of Minho (PT)
Openalex Percentile: Top 66%
Rock Mechanics and Modeling
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