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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 129 (1989), S. 497-511 
    ISSN: 1420-9136
    Keywords: Seismic coda ; quality factorQ ; localized scatterers ; fractured rock ; stope environment
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract A single scattering model was used to analyse the temporary changes in the mean density of scattered waves in a discrete random medium. The model of the mean energy density, originally proposed bySato (1977) for spherical radiation and isotropic scattering, has been modified and applied to a medium in which the scatterers are confined to a specified volume. The time variation of the early part of the mean energy density function for the different source durations was investigated. The dominant effect on the theoretical mean energy density is caused by the specified volume containing scatterers. The duration of the source pulse influences the early part of the coda fort/t 0〈1.2, wheret is the lapse time measured from the source origin time, andt 0is arrival time of the body wave. The analysis of the coda signal of micro-events occurring immediately in front of the face enables us to estimate the size of the fracture zone induced by the stope. The model of the mean energy density of coda for a medium containing scatterers close to the seismic source was used to analyse a large number of events recorded close to an advancing mine face in a deep level gold mine in South Africa. The coda decay rate has two trends: the first, with a steep decay of coda, is produced by a larger deviation of rock parameters and/or larger size of the scatterers; the second trend, which decays more slowly, has the corresponding mean-free path ranging from 20 m to 200 m. The analysis indicates that the rock mass about 15–20 m from the stope contains a large proportion of fractured and blocked rock, which is the source of scattering. The scattering of theS-wave was much stronger and more stable, with the mean-free path varying from 11 m to 45 m. This is due to the shorter wavelength of theS wave in comparison with theP wave. The quality factor for theP coda wave varies from 30 to 100 in the fracture zone of stope and outside this zone it has a value of 300. The quality factor of theS wave varies from 20 to 78 in the equivalent volume. For rock surrounding the stope the ratioQ sp −1 /Q ss −1 varied from 0.31 to 0.69. This suggests that the radii of scatterers are smaller than 3.5 m.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Amsterdam : Elsevier
    Physics of the Earth and Planetary Interiors 72 (1992), S. 276-285 
    ISSN: 0031-9201
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Geosciences , Physics
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Geotechnical and geological engineering 17 (1999), S. 305-319 
    ISSN: 1573-1529
    Keywords: stabilizing pillar ; mine seismicity ; rock mass behaviour ; pillar failure
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Abstract Strike stabilizing pillars are included in the mine layout of a number of deep South African gold mines as a means of providing regional support with the principal aim of controlling rockbursts. Large seismic events associated with stabilizing pillars can cause extensive damage to working areas. Mining-induced seismicity recorded at Western Deep Levels Limited has been analysed in an attempt to improve the design of stabilizing pillars, and thereby reduce their associated seismic hazard. This work revealed that the vast majority of stabilizing pillars, regardless of their dimensions and those of their adjacent stopes, will, at some time, give rise to seismic events of magnitude, M≥2. Contrary to expectations, this work strongly indicates that the rock mass in the near vicinity of the mined out areas does not behave in an elastic manner. Consequently, the currently employed design methodologies, based on elastic principles, should not provide the only criteria when designing strike stabilizing pillars.
    Type of Medium: Electronic Resource
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