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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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21#
發(fā)表于 2025-3-25 04:33:34 | 只看該作者
22#
發(fā)表于 2025-3-25 08:48:19 | 只看該作者
23#
發(fā)表于 2025-3-25 12:53:05 | 只看該作者
,Einleitung ? Von innen nach au?en,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.
24#
發(fā)表于 2025-3-25 17:23:23 | 只看該作者
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 significant role in transferring dynamic energy [55].
25#
發(fā)表于 2025-3-25 20:48:53 | 只看該作者
26#
發(fā)表于 2025-3-26 04:09:39 | 只看該作者
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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發(fā)表于 2025-3-26 06:20:38 | 只看該作者
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發(fā)表于 2025-3-26 09:54:42 | 只看該作者
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發(fā)表于 2025-3-26 13:17:56 | 只看該作者
30#
發(fā)表于 2025-3-26 19:59:23 | 只看該作者
Shape Optimization of the Trench by Genetic Algorithm,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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