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Titlebook: Dynamic of Soil in Ground-Borne Vibration Mitigation; Design, Application, Mehran Naghizadeh Book 2024 The Editor(s) (if applicable) and Th

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https://doi.org/10.1007/978-3-658-44352-8Barrier; Vibration Reduction; Optimisation; Artificial Neural Network; Numerical Model; Plaxis automation
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978-3-658-44351-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Fachmedien Wies
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,Einleitung ‒ Von innen nach außen,r optimization when the factors influencing the idea can be input in a readable format by a computer. The terminology (best solution) in optimization implies that there is more than one solution and the solutions are not of equal value.
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,Einleitung ‒ Von innen nach außen,nstallation devices like an isolation trench. An advantage of interventions on transmission path is that no change to the track is required, while a big area can be protected from vibration. In addition, the implementation of this system along an existing path can be achieved relatively easy.
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,Einleitung ‒ Von innen nach außen,ier, mainly depth and width. The same FEM coupled with a genetic algorithm presented in Chapter . was used to obtain the optimized configuration of geofoam and concrete-filled barriers. In this chapter, an approach is proposed by coupling a FEM, with a genetic algorithm through Python programming la
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https://doi.org/10.1007/978-3-658-42435-0elastic parameters over the depth, which is not realistic. In nature, however, the shear modulus of the soil usually changes with depth while the mass density and other properties of the soil can be considered approximately as constant. Dynamic properties and non-homogeneity of the soil play a signi
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https://doi.org/10.1007/978-3-658-42435-0onsiderable interaction between different parameters and the pattern of how the factors influence each other was completely unpredictable. Therefore, the developed genetic algorithm model in Chapter 5 is used to optimize all parameters together in layered soil.
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https://doi.org/10.1007/978-3-658-42435-0ion isolation systems through the use of trenches. A primary focus of these studies has been on rectangular trenches, with only a limited exploration into the use of expanded polystyrene (EPS) geofoam as a soft barrier alternative.
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