Correcting Monte Carlo Bias In Tunnel Scheduling: A Comparative TD–Des Framework for Hybrid NATM–TBM Projects

This research proposes a corrected Monte Carlo (MC) framework to examine structural bias in probabilistic tunnel scheduling. The framework integrates parallel multi-front excavation modelling, One-At-a-Time sensitivity analysis, and an outer-loop Monte Carlo correction that explicitly captures parameter-level uncertainty. Time-driven and discrete event simulation approaches are evaluated using a common dataset and validated against field data from the Eurasia Tunnel project in Istanbul. Results show strong agreement with documented tunnel boring machine performance, with advance-rate deviation below 0.4%. Parallel multi-front execution reduces the predicted P50 project duration by 64.3% and cost by 14.9% relative to a fully sequential baseline, while a combined resource-optimisation scenario (increased crew size, equipment, and efficiency) yields a further 22.8–22.9% schedule improvement that brackets the project’s documented 17.1% early completion.

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Publication Details

Journal
Turkish Journal of Civil Engineering
Published
2026-09-28
DOI
https://doi.org/10.18400/tjce.1940246
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
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article

Correcting Monte Carlo Bias In Tunnel Scheduling: A Comparative TD–Des Framework for Hybrid NATM–TBM Projects

Gürkan Emre Gürcanlı, Özge Akboğa Kale
Turkish Journal of Civil Engineering
Tunneling and Rock Mechanics
article

Correcting Monte Carlo Bias In Tunnel Scheduling: A Comparative TD–Des Framework for Hybrid NATM–TBM Projects

Gürkan Emre Gürcanlı, Özge Akboğa Kale
article en

Abstract

This research proposes a corrected Monte Carlo (MC) framework to examine structural bias in probabilistic tunnel scheduling. The framework integrates parallel multi-front excavation modelling, One-At-a-Time sensitivity analysis, and an outer-loop Monte Carlo correction that explicitly captures parameter-level uncertainty. Time-driven and discrete event simulation approaches are evaluated using a common dataset and validated against field data from the Eurasia Tunnel project in Istanbul. Results show strong agreement with documented tunnel boring machine performance, with advance-rate deviation below 0.4%. Parallel multi-front execution reduces the predicted P50 project duration by 64.3% and cost by 14.9% relative to a fully sequential baseline, while a combined resource-optimisation scenario (increased crew size, equipment, and efficiency) yields a further 22.8–22.9% schedule improvement that brackets the project’s documented 17.1% early completion.

Turkish Journal of Civil Engineering(Advanced Online Publication)
İzmir Demokrasi Üniversitesi, Istanbul Technical University (TR)
Openalex Percentile: Top 17%
Tunneling and Rock Mechanics
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