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The 2nd International Symposium on Recent Advances in Exploration Geophysics (RAEG 1997)
- Conference date: 20 May 1997 - 20 May 1997
- Location: Kyoto, Japan
- Published: 20 May 1997
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Looking Forward of Tunnel Face by Use of Equi-traveltime Planes
Authors Y. AshidaRecently, the method called HSP (Horizontal Seismic Profiling) was used for the forward imaging of tunnel face. In HSP, the reconstruction of structure is the most important problem. In the present paper, the algorithm of depth transform by use of equi-traveltime planes developed for cross-well and VSP survey was applied to the forward prediction of geological structure of tunnel face. At first, in order to reconstruct the forward structure, the equation of equi-traveltime planes of waves which travel from source to receiver through reflection point on reflector is derived. The derived equation shows the equation of ellipsoid of which foci are source and receiver. This means that a reflection point on reflector is located on ellipsoid. Ellipsoids are drawn for the data of each pair of source and receiver. Consequently, reflector is determined by drawing a common tangent plane to these ellipsoids. Next, this algorithm was applied to the field data that was observed in a tunnel. The result of prediction of tunnel face by the proposed algorithm showed a good agreement with the actual geological observation report after the completion of tunnel. So, it is concluded that the proposed algorithm is useful for the on-site check of geological condition using a personal computer with small computer time.
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Mountain Tunnels Performance in the 1995 Hyogoken-Nanbu Earthquake
Authors T. AsakuraAt least one hundred and more mountain tunnels were in service in and around the disaster area of the 1995 Hyogoken-Nanbu Earthquake. Although the influence of the earthquake was much less compared with that on surface structures, in 20 to 30 mountain tunnels, some influence of the earthquake was observed, and around 10 tunnels among them had remarkable damage to need repair and reinforcement. A large part of the damage locations in the tunnels suffered coincided with the locations of existing faults and fracture zones which had been recognized during construction, as is the same characteristics as was known in the past experiences.
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