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In order to evaluate the effect of each parameter on the ground response induced by moving trains, parametric studies are conducted for the following parameters: the shear wave speed, damping ratio and stratum depth of the supporting soils, and the moving speed and vibration frequency of the traveling trains.
Variations of damping levels in the system between the structure and the supporting soils can only be included approximately.
Likewise, seepage at the bottom of the deposit was considered to be negligible because of the dominance of clays in the supporting soils (Morgenstern and Scott 1997).
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The response of the structure affects the motion of supporting soil and the movement of supporting soil influences the structural behaviour.
Perfect bond is assumed to exist between the footings and the surface of the supporting soil.
The nonlinear soil-foundation interaction effect is very remarkable when uplifting and yielding of supporting soil are considered.
In reality, flexibility of the supporting soil medium allows some movement of the foundation.
It is found that the base moment of chimney increases with increase in stiffness of supporting soil.
The story drift ratio increases over the building height as the supporting soil changes from stiff to soft condition.
From the nonlinear Winkler soil model, it is concluded that the soil interaction effect is very remarkable when uplifting and yielding of supporting soil are considered.
It is very difficult to use an accurate method to simulate the uplifting and yielding of supporting soil.
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