Percussion Drilling as Fast and Efficient Investigation in Construction Stage - A Case Study from Koralm Base Tunnel, Austria

Society for Mining, Metallurgy & Exploration
Giorgio Höfer-Öllinger Peter Pointner Manfred Stadlober
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
8
File Size:
1122 KB
Publication Date:
Jan 1, 2016

Abstract

"SUMMARY Investigations from tunnel face are part of risk mitigation measures during the excavation works. With the tunnel equipment, percussion drillings of up to 30-40m can be achieved. Core drillings are state of art method for investigation exceeding 50m. At Koralm base tunnel, up to 270m deep percussion drillings were performed with drilling rigs and accompanied by an intensive investigation program. These investigations consisted of monitoring during the drilling, field tests (with packer, using the preventer, borehole imaging) and in laboratory. Percussion drillings are cheaper and save time of interruption of the excavation progress. INTRODUCTION As part of a proper risk management, horizontal advance drillings during excavation of underground works can be seen as state of art and meet wide acceptance. Core drillings, deep and shallow percussion drillings can be differed. The selection of the type of drilling, meanwhile, causes intensive discussions. On the one hand, only a core drilling allows a direct investigation of the rock mass expected during later excavation works. On the other hand core drillings are expensive in both cost and time – if there is no excavation progress during the investigation measures – in construction time. Percussion drillings can be performed as rapid investigation measure with the excavation equipment (“Jumbo”) allowing two dimensional image of the ground around the cross section. There is some limitation concerning a reasonable depth of approximately 30m and a borehole diameter of 76mm. The applications of preventer, packer or borehole imaging are hardly applicable. By use of a drilling rig depths of percussion drillings of several hundred meters can be achieved relative easily and there is less limitation of the borehole diameter. Installation of a preventer is possible, as well as packer tests and borehole measurements (imaging, gyroscope, borehole geophysics). The gap of information between core and percussion drilling cannot be closed completely, but it can be reduced substantially and sufficiently by combination of an intensive program of measurements and analysis accompanying the investigation works."
Citation

APA: Giorgio Höfer-Öllinger Peter Pointner Manfred Stadlober  (2016)  Percussion Drilling as Fast and Efficient Investigation in Construction Stage - A Case Study from Koralm Base Tunnel, Austria

MLA: Giorgio Höfer-Öllinger Peter Pointner Manfred Stadlober Percussion Drilling as Fast and Efficient Investigation in Construction Stage - A Case Study from Koralm Base Tunnel, Austria. Society for Mining, Metallurgy & Exploration, 2016.

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