Wide ranges of soil properties, foundation dimensions, and depths of embedment are considered, and results are presented for the maximum amplitudes of the sliding and rocking oscillations and the frequencies at which these amplitudes occur. The total peak amplitude of vibration for the coupled motion is expressed in terms of a linear function whose coefficients are dependent on Poisson's ratio, the foundation dimensions, and the depth of embedment depth, and graphical relationships are presented to determine the coefficients.
|Original language||English (US)|
|Number of pages||213|
|Journal||ASCE J Soil Mech Found Div|
|State||Published - Jan 1 1972|
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