Bolton, MD and Wilson, JMR (1989) Experimental and theoretical comparison between static and dynamic torsional soil tests. Geotechnique, 39. pp. 585-599. ISSN 0016-8505Full text not available from this repository.
The dynamic properties of dry Leighton Buzzard sand have been investigated using a resonant column test apparatus. These data are compared with very low frequency cyclic tests on identical specimens of sand. The comparison indicates that the properties of dry sand are independent of frequency. A simple one-dimensional model of kinematic hardening plasticity is used to predict the dynamic behaviour of the sand. The input parameters for this model are based on the results of static tests. These may be conducted on standard laboratory equipment with only minor modifications. The predictions are in good agreement with the measured data.
|Divisions:||Div D > Geotechnical and Environmental|
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|Date Deposited:||09 Dec 2016 17:40|
|Last Modified:||30 Apr 2017 00:19|