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The Miocene Kahramanmaraş Peripheral Foreland Basin (KPFB) resemble to classic foreland basin model, with small differences.
This design provides a model with small prediction error, and permits a judgment of the model adequacy.
Then, with these input parameters, considering Hardening Soil model with Small Strain stiffness (HSS model), FEM program PLAXIS is used for parameter studies, producing coefficients in the equations of attenuation law of the displacements of the soil.
Using the input and output observation data of the real system, a FWRBF-ARX model with small residual, small standard variation and small long-term predictive residual can be identified.
The paper first examines GRCS embankments using a full-width model with small- and large-strain modes in FLAC and then compares the calculated results from the full-width model with those using a typical unit cell model, a recently proposed modified unit cell model, and a closed-form solution.
Three nonlinear numerical models, all of which can avoid the limitation, are then established to simulate the membrane's large deformations, including the membrane model with zero bending stiffness and the shell model with small but nonzero bending stiffness based on the latest Edge-based Smoothed Finite Element Method (ES-FEM) as well as the standard Finite Element Method (FEM).
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In this paper, we consider a channel model with small-scale fading and large-scale path loss for a practical situation.
A model with smaller AIC value represents a better overall fit.
However, with the rough-walled model with smaller fracture aperture (0.26 mm), only dispersed flow was observed.
To do so, first a model with smaller scales, with dimensions 10 m × 10 m in plan, with depth of 10 m was considered to save calculation time.
The first is a model with small-scale independent entrepreneurs (i.e., a stand-alone model) [ 13].
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com