Method for forecasting transient unloading induced vibrations based on strain energy of rock masses
A technology of transient unloading and strain energy, applied in seismology, instruments, measuring devices, etc., to achieve the effect of wide application range and simple and convenient operation
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[0042] The existing ground stress transient unloading-induced vibration prediction method is not applicable to the conditions of irregular excavation boundary and non-hydrostatic stress field. In order to avoid the above-mentioned problems, the present invention objectively reflects the excavated rock mass strain energy, Effect of excavated rock mass volume on transient unloading-induced vibration. Compared with the existing prediction method based on the excavation load prediction formula (ie, the formula (1) in the background technology), the prediction result of the method of the present invention is more accurate and reliable.
[0043] The specific implementation process of the present invention will be described in detail below.
[0044] First, based on dimensional analysis, the strain energy S released by the excavated rock mass is established a The functional relationship with the peak vibration velocity v of vibration induced by transient unloading.
[0045] The phys...
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