DEFINING THE OPTIMAL DISTANCE BETWEEN TECHNOLOGICAL SEQUENCES DURING TUNNEL EXCAVATION IN POOR ROCK MASS

DEFINING THE OPTIMAL DISTANCE BETWEEN TECHNOLOGICAL SEQUENCES DURING TUNNEL EXCAVATION IN POOR ROCK MASS

When excavating tunnels in urban areas with shallow overburden in poor rock mass, the deformations are very pronounced, which can result in serious potential risks to the safety, costs and time of tunnel construction. In the Kobilja Glava tunnel, which will be part of the project connecting Vogošća...

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Bibliographic Details
Main Authors: Ekrem Bektašević, Satko Filipović, Kemal Gutić, Namik Musa
Format: Article
Language:English
Published: University of Mostar, Faculty of Civil Engineering, Architecture and Geodesy 2024-12-01
Series:e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta
Subjects:
tunnel
excavation
deformation
top heading
primary invert
Online Access:https://e-zbornik.gf.sum.ba/en/archive-en/e-zbornik-no-28/no-28-paper-3
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