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The power spectral densities (PSDs) and the variances of the ground responses can then be computed.
The vertical ground responses predicted by the proposed approach are generally consistent with downhole measurements associated with different geological conditions, groundwater tables, and shaking intensities.
In this study, a new analytical solution is presented for the first time, by means of which the ground responses around circular shallow tunnels subjected to surcharge loadings can be quickly predicted.
Site effects are evaluated by means of equivalent stochastic non-linear one-dimensional ground responses analysis, performed for a set of stratified soil profile units properly designed to cope with the soil site conditions of MAL region.
The proposed framework consists of five elements: (1) finite element method (FEM) for analyzing wall and ground responses in a braced excavation, (2) fuzzy set modeling of parameter uncertainty, (3) spatial averaging technique for handling spatial variability, (4) vertex method for processing fuzzy input through FEM model, and (5) interpretation of fuzzy output.
In order to ground responses, participants provided three personal, idiosyncratic future events which they had been imagining over the past 7-days and stated whether they were negative or positive.
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Schnabel et al. [2] developed a method for one-dimensional ground response analysis using equivalent linear approach, which was implemented in widely accepted ground response software SHAKE.
Instrumented sites provide essential information for understanding and modeling of ground response and ground deformation.
Therefore, synthetic seismograms have been used to evaluate the ground response analysis at the surface.
Both solutions have consequences for the dynamic track and ground response.
Further, the experimental observations are compared with 1-D linear elastic and equivalent-linear ground response analysis results.
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