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Titlebook: Geohazards and Pipelines; State-of-the-Art Des Spyros A. Karamanos,Arnold M. Gresnigt,Gert J. Dij Book 2021 The Editor(s) (if applicable) a

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11#
發(fā)表于 2025-3-23 11:43:31 | 只看該作者
https://doi.org/10.1007/978-3-662-42542-8e analysis and design of buried steel pipelines under ground-induced actions, to be used by researchers, engineers and code-drafting committees. The GIPIPE project is summarized and an outline of the main results is offered. Finally, the last part of the chapter describes pipeline damages due to maj
12#
發(fā)表于 2025-3-23 14:46:55 | 只看該作者
13#
發(fā)表于 2025-3-23 19:09:28 | 只看該作者
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發(fā)表于 2025-3-23 22:49:25 | 只看該作者
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發(fā)表于 2025-3-24 05:39:03 | 只看該作者
16#
發(fā)表于 2025-3-24 10:06:16 | 只看該作者
B Abgrenzung des Untersuchungsgegenstandes,ar to the ones employed in the previous two chapters. More specifically, a two-stage numerical methodology is developed. In the first stage, a “global” model is employed to simulate soil movement during the landslide event, ignoring pipeline presence. In the second stage, a “l(fā)ocal” model is used, si
17#
發(fā)表于 2025-3-24 11:58:28 | 只看該作者
18#
發(fā)表于 2025-3-24 15:34:05 | 只看該作者
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發(fā)表于 2025-3-24 21:40:26 | 只看該作者
20#
發(fā)表于 2025-3-25 00:15:08 | 只看該作者
https://doi.org/10.1007/978-3-322-99380-9sient actions, associated with seismic wave propagation and permanent actions, e.g. tectonic fault movement, liquefaction and lateral spreading. Subsequently, landslide actions are described. In all types of ground-induced actions, simplified methodologies are provided to estimate the amount of ground displacement.
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