Sridharan, A and Gandhi, NSVVSJ (1999) Dynamic shear modulus as affected by displacement amplitude. In: 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, AUG 16-20, 1999, Seoul, South Korea.Full text not available from this repository.
The realistic estimation of the dynamic characteristics for a known set of loading conditions continues to be difficult despite many contributions in the past. The design of a machine foundation is generally made on the basis of limiting amplitude or resonant frequency. These parameters are in turn dependent on the dynamic characteristics of soil viz., the shear modulus/stiffness and damping. The work reported herein is an attempt to relate statistically the shear modulus of a soil to its resonant amplitude under a known set of static and dynamic loading conditions as well as wide ranging soil conditions. The two parameters have been statistically related with a good correlation coefficient and low standard error of estimate.
|Item Type:||Conference Paper|
|Additional Information:||Copyright of this article belongs to A A Balkema.|
|Date Deposited:||16 Mar 2012 08:32|
|Last Modified:||16 Mar 2012 08:32|
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