Oct 2026· Geomechanics and Tunnelling· Vol 19, pp. 583-596· 0 citations
Abstract
This article provides a historical overview of the development of monitoring and evaluation methods and their significance for tunnel construction. Systematic measurements began in the mid‐1950s and, particularly following the widespread adoption of the New Austrian Tunnelling Method (NATM), have become a fundamental component of the monitoring of tunnelling and support. The article traces the continuous advancement of monitoring and observation methods, including their evaluation and integration. The assessment of rock mass and lining behaviour resulting from the interaction between the rock mass and the lining during tunnel excavation has long played a key role in geotechnical safety management. In addition, ongoing monitoring during the operational phase is becoming increasingly important for assessing the condition of structures as part of asset safety management. Measurement data relating to displacements and strains are incorporated into numerical and analytical models to determine the stress in the tunnel lining. This enables trends in load‐bearing behaviour to be identified, potential weak points to be detected at an early stage and repair measures to be planned in a targeted manner. Consequently, monitoring makes a significant contribution to safety, system availability and cost‐effectiveness. The article concludes with a description of the current state of the art.
This paper presents a comprehensive analysis of the challenges associated with mine shaft closure, emphasising hazards arising from long-term environmental impacts and ground-surface stability. The study focuses on Shaft I in Upper Silesia, decommissioned in the 1990s. Based on archival documentation and field investig...
P. Strzałkowski, M. Jendryś· Archives of Mining Sciences· 0 citations
Introduction. The article presents the results of a study aimed at improving the industrial and environmental safety of deposits by developing a methodology for creating quarry slope stability maps using different sets of initial information. The object of the study is the Vasilkovskoye gold deposit located in the Akmo...
M. Nurpeissova, S. Sherubay, A. Bek et al.· Sustainable Development of M...· 0 citations
The article examines the evolution of transport tunnel monitoring – from episodic geodetic observations to modern digital systems. The relevance of the study is due to the aging of a significant part of the tunnel stock, the increasing complexity of geotechnical conditions, and the growing safety requirements for infra...
P. Egorychev, A. Ignatyev· Smart composite in construct...· 0 citations
This technical note describes a protocol for the safe excavation of asbestos-bearing serpentinite and the management of the associated spoil during tunnel construction. Asbestos fibers occur naturally in serpentinites belonging to greenstone formations and may pose serious health risks if released and inhaled. Detailed...
S. Malinconico, F. Paglietti, S. Bellagamba et al.· Safety· 0 citations
The realisation of construction objects in the immediate vicinity of flood embankments is among the most demanding engineering processes. All earthworks, drainage, and structural works carried out near the embankments can affect the stability of slopes, filtration conditions, changes in groundwater levels, and local gr...
Jan Kowalski, M. Lendo-Siwicka, G. Wrzesiński et al.· Technologies· 0 citations
The stability of underground openings is governed by a combination of geological, geometrical, and loading conditions, which may vary considerably along a tunnel alignment. Numerical modelling provides an effective means of examining these factors and assessing tunnel response before construction. The present study inv...
Mohd Sadiq Khan, Ashok Kumar Gupta, Anil Kumar Sahu· International Research Journ...· 0 citations
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