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In the present study, in order to study the effect of not only moisture content but also grain size, we present a simple modeling approach based on two "macroscopic" soil models: (1) a single-grain model and (2) a multiple-grain model.
The nonlinear constitutive soil models given by Eqs.
The soil models are directly developed from site observations, and seismic behavior of soil models can be observed.
The integration algorithms are used for producing more accurate soil models.
The soil models are prepared from borehole data and shear wave velocity/ N-values.
The results are useful for establishing rational and practical soil models for engineering applications concerning blasting.
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Two different modeling approaches, nonlinear Winkler soil model and linear lumped-parameter soil model, for the soil foundation interaction are investigated.
The SRM model can be considered the combination of a soil model and a rock model.
Two different approaches to model soil foundation interaction are considered: nonlinear Winkler soil foundation model and linear lumped-parameter soil model.
The developed initial soil model and velocity model are combined, and the final soil model is obtained as given in Fig. 8.
Compared with the linear lumped soil model, the stiffness of tower foundation-soil model degrades in each cycle after considering uplifting and yielding.
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