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Title:	Exploration Ahead of a Tunnel Face by TSWD - Tunnel Seismic While Drilling
Abstract:	Geological and geophysical investigations, as well as drilling have brought the quality of geotechnical prognosis for tunnels to a high standard. However, the remaining risk during tunnel construction is still considerable, especially in case of construction by a tunnel boring machine (TBM). Seismic imaging of faults and other geological features affecting the construction ahead of a tunnel face can supply valuable information to reduce this risk. These methods are based on Vertical Seismic Profiling (VSP) locating sources and receivers in the tunnel and generating seismic waves by small blasts or mechanical devices. A fundamental problem in the application of this method is that reflectors (fault zones, petrologic boundaries, or similar) are imaged at their intersection with the tunnel axis only in case they are orthogonal to this axis. Reflectors oriented obliquely to the tunnel axis may be imaged perfectly. However, they must be extrapolated to their intersection with the tunnel axis, thus imposing major uncertainties on prediction. Therefore it was decided to concentrate on Tunnel Seismic While Drilling (TSWD), an alternative method, which uses the vibrations produced by the cutting head of the TBM as seismic source. Continuous monitoring is possible by this method and the above mentioned problem may be overcome. Conventional seismic traces are extracted from the recordings by the use of a pilot signal recorded near the cutting head of the TBM. First results from a pilot study accompanying the construction of a gallery in the Gesäuse mountain range, Styria, Austria are presented. The bandwidth of the seismic signals is >200 Hz, a high signal to noise ratio is achieved, and excellent conventional seismic traces are extracted. Thus the most important component of the whole method has been realised successfully. Additional aspects of the method are discussed and an outlook to the continuation of the pilot study is given.
Source:	Geomechanik und Tunnelbau 1 (2008), No. 5
Page/s:	460-465
Language of Publication:	German

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