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Ground vibrations due to blasting

Crandell, F. J. (1949). Ground Vibrations Due to Blasting and Its Effect Upon Structures. Journal of the Boston Society of Civil Engineers (pp. 222-245). [Pg.156]

For the measurement and assessment of the effects of ground vibrations due to blasting on buildings (see DIN 4150, Part 3), the vibration pickups (transducers) for the three mutually perpendicular velocity components are installed in or on the foundation of the building or otherwise in the wall as close above ground level as possible and preferably on the side facing the blasting site. [Pg.351]

The actual ground motion due to blasting vibrations lasts for about one second. The form and behaviour of the oscillations are governed by the type and size of the explosive charges, the transmitting and damping properties of the soil, and the... [Pg.350]

See other pages where Ground vibrations due to blasting is mentioned: [Pg.263]    [Pg.321]    [Pg.350]    [Pg.350]    [Pg.351]    [Pg.352]    [Pg.424]    [Pg.439]    [Pg.263]    [Pg.321]    [Pg.350]    [Pg.350]    [Pg.351]    [Pg.352]    [Pg.424]    [Pg.439]    [Pg.136]    [Pg.137]    [Pg.458]    [Pg.172]    [Pg.173]    [Pg.173]    [Pg.174]    [Pg.174]    [Pg.239]    [Pg.372]    [Pg.26]    [Pg.172]   


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