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Measuring of Over-Break and the Excavation Damage Zone in Conventional Tunneling
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0003-1923-044X
2017 (English)In: Proceedings of the World Tunnel Congress 2017: Surface challenges – Underground solutions, 2017Conference paper, Published paper (Refereed)
Abstract [en]

During tunnel excavation, blast induced damage or Excavation Damage Zone(EDZ) interacts with existing geological structure of the rock-mass. This can and cause over-breakand stability issues during and after excavation. Today the EDZ is determined by correlation-basedmethods, although direct measurement is possible. This paper presents investigation methods forEDZ quantification during excavation. The discussed methods are applied in the Stockholm By-Passproject. The literature review and the case study applications are summarized in a comprehensivetable with benefits and limitations of the different investigation methods. The methods discussed canbe used to achieve a better quality of the tunnel contour, especially the direct investigationtechniques. The EDZ can be reduced by adjusting the blasting plan, specific charge as well asimproving the quality of the drill and blasting procedures.

Place, publisher, year, edition, pages
2017.
National Category
Construction Management Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-64597OAI: oai:DiVA.org:ltu-64597DiVA, id: diva2:1117001
Conference
ITA-AITES World Tunnel Congress, Bergen, 9-15 June 2017
Projects
Blasting damage, Drill an Blast, Excavation DamageAvailable from: 2017-06-28 Created: 2017-06-28 Last updated: 2018-10-31Bibliographically approved
In thesis
1. Analysis of Excavation Damage, Rock Mass Characterisation and Rock Support Design using Drilling Monitoring
Open this publication in new window or tab >>Analysis of Excavation Damage, Rock Mass Characterisation and Rock Support Design using Drilling Monitoring
2018 (English)Licentiate thesis, comprehensive summary (Other academic)
Abstract [en]

Prior to an underground excavation a site investigation is carried out. This includes reviewing and analysing existing data, field data collected through outcrop mapping, drill core logging and geophysical investigations. These data sources are combined and used to characterise, quantify and classify the rock mass for the tunnel design process and excavation method selection.

Despite the best approaches used in a site investigation, it cannot reveal the required level of detail. Such gaps in information might become significant during the actual construction stage. This can lead to; for example, over-break due to unfavourable geological conditions. Even more so, an underestimation of the rock mass properties can lead to unplanned stoppages and tunnel rehabilitation. On-the-other-hand, the excavation method itself, in this case, drill and blast, can also cause severe damage to the rock mass. This can result in over-break and reduction of the strength and quality of the remaining rock mass. Both of these attributes pose risks for the tunnel during excavation and after project delivery.

Blast damage encompasses over-break and the Excavation Damage Zone (EDZ). In the latter irreversible changes occur within the remaining rock mass inside this zone, which are physically manifested as blast fractures. In this thesis, a number of methods to determine blast damage have been investigated in two ramp tunnels of the Stockholm bypass. Herein, a comparison between the most common methods for blast damage investigation employed nowadays is performed. This comparison can be used to select the most suitable methods for blast damage investigation in tunnelling, based on the environment and the available resources. In this thesis Ground Penetrating Radar, core logging (for fractures) and P-wave velocity measurements were applied to determine the extent of the blast damage.

Furthermore, the study of the two tunnels in the Stockholm bypass shows a significant overestimation of the actual rock mass quality during the site investigation. In order to gain a more accurate picture of the rock mass quality, Measurement While Drilling (MWD) technology was applied. The technology was investigated for rock mass quality prediction, quantifying the extent of blast damage, as well as to investigate the potential to forecast the required rock support. MWD data was collected from both grout and blast holes. These data sets were used to determine rock quality indices e.g. Fracture Indication and Hardness Indicator calculated by the MWD parameters. The Fracture Index was then compared with the installed rock support at the measurement location.

Lastly, the extent of the damage is investigated by evaluating if the MWD parameters could forecast the extent of the EDZ. The study clearly shows the capability of MWD data to predict the rock mass characteristics, e.g. fractures and other zones of weakness. This study demonstrated that there is a correlation between the Fracture Index (MWD) and the Q-value, a parameter widely used to determine the required rock support. The study also shows a correlation between the extent of the blast damage zone, MWD data, design and excavation parameters (for example tunnel cross section and charge concentration).

Place, publisher, year, edition, pages
Luleå: Luleå tekniska universitet, 2018
Series
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757
Keywords
Blast damage, Excavation Damage Zone, EDZ, Measurement While Drilling, MWD, Rock support, Rock mass characterisation, Tunnelling
National Category
Geotechnical Engineering Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
urn:nbn:se:ltu:diva-71402 (URN)978-91-7790-252-2 (ISBN)978-91-7790-253-9 (ISBN)
Presentation
2019-01-15, F1031, F-huset, Luleå, 10:00 (English)
Opponent
Supervisors
Available from: 2018-11-01 Created: 2018-10-31 Last updated: 2018-11-07Bibliographically approved

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van Eldert, Jeroen

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