@ ŒfÚŽGŽi˜ajF Šâ”Õ—ÍŠw‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€u‰‰˜_•¶W VolF 22Šª ”NF 1990”N •ÅF 261-265•Å ’˜ŽÒi˜ajF •½“c@“Ä•vC@‹àŽq@Ÿ”äŒÃC@ˆî—t@ƒJC@ÎŽR@G“ñ ƒ^ƒCƒgƒ‹i˜ajF ”­”jkŒ¹ƒXƒyƒNƒgƒ‹“Á« ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE SYMPOSIUM ON ROCK MECHANICS ’˜ŽÒi‰pjF Atsuo HIRATA, Katsuhiko KANEKO, Tsutomu INABA, Koji ISHIYAMA ƒ^ƒCƒgƒ‹i‰pjF CHARACERISTICS OF BLASTING SOURCE SPECTRUM ´˜^i‰pjF
It is significant to evaluate the damage for architectures and structures by blasting. The estimation method of blasting vibration is presented and discussed about the data, measured in rock at advance of tunnel excavation. The proposed technique, using Fourier transform, predicts the blasting vibration level in frequency domain. The spectrum of the measured vibration of blasting represents product of blasting source spectrum, wave path effect and the properties of ground around sensors, locally. The blasting source spectrum means the nature of the fracture at the boundary between elastic zone in rock. The spectrum corrected for the wave path is compared with theoretical source spectrum. It is characterized elastic wave velocity, rock density, rupture radius and tensile stress of rock. Rupture size defined by tensile strength is within the the range of the reasonable scale, the proposed method is good accuracy to account for the evaluation of the blasting source mechanism. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W