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The consideration of farm work organisation in combination with soil modelling allowed a wider variety of growing conditions to be explored than is usually the case for breeding trials on experimental stations.
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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.
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.
According to the Vs value representing the engineering bedrock, SoVeLAB determines the bedrock depth and integrates bedrock layer with primer soil model and generates main soil model.
Finally, SoVeLAB combines velocity model and soil model to use in site response analyses.
Case II Seismic response of tower model with linear lumped-parameter soil model.
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