@ ŒfÚŽGŽi˜ajF Šâ”Õ—ÍŠw‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€u‰‰˜_•¶W VolF 25Šª ”NF 1993”N •ÅF 266-270•Å ’˜ŽÒi˜ajF ŠÝ“c@Œ‰C@’J–{@e”ŒC@¼è@‘C@¬“cŒ´@—Yˆê ƒ^ƒCƒgƒ‹i˜ajF ’e«”gŒ¸ŠƒWƒIƒgƒ‚ƒOƒ‰ƒtƒC[‚̉ž—p‚Æ‚«—ô«ó ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE SYMPOSIUM ON ROCK MECHANICS ’˜ŽÒi‰pjF Kiyoshi KISHIDA, Chikaosa TANIMOTO, Satoshi MATSUSAKI, Yuichi ODAWARA ƒ^ƒCƒgƒ‹i‰pjF APPLICATION OF SEISMIC ATTENUATION GEOTOMOGRAPHY TO JOINTED ROCK ´˜^i‰pjF
Prior to the construction of rock structure, we must know the orientation and characteristics of major discontinuities in an objective area. From many kinds of investigations at ground surface and in boreholes, we can get only one-dimensional information, but that is not enough. In order to get two or three-dimensional information on discontinuous rock, the authors have applied the newly developed seismic attenuation geotomography technique in addition to the conventional seismic geotomography, which provides only the distribution of velocities. Based on the past research of ours, when the magnitude of joint aperture is less than 0.2mm in width and confining pressure at joints is less than 2MPa, velocity change does not suggest the influence of existing joints. The change of amplitude of propagating wave , however, can reflect the effect of joint. Because of the clear reduction of running energy at joint, we can detect the location of joint and the degree of the so-called loosening zone behind the free face. Also, the authors have carried out the fundamental laboratory test with stacked rock specimens corresponding to actual rock mass. The focal point of this paper is that the boundary condition, which means the setup of measuring lines (shot and receive points), highly affects the accuracy of the interpretation through the geotomography. And we have carried out seismic exploration using a cross-hole configuration and analyzed to compare the result with borehole survey. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W