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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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書目名稱Geohazards and Pipelines
副標(biāo)題State-of-the-Art Des
編輯Spyros A. Karamanos,Arnold M. Gresnigt,Gert J. Dij
視頻videohttp://file.papertrans.cn/384/383277/383277.mp4
概述Takes a multi-disciplinary approach, combining geotechnical engineering concepts with pipeline engineering practice.Includes case studies to illustrate the design and analysis procedure.Reports and an
圖書封面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
描述This book presents state-of-the-art methodologies for the design and analysis of buried steel pipelines subjected to severe ground-induced action, including tectonic (quasi-static) effects, slope movements (landslides), liquefaction-induced actions or excavation-induced settlements. The text is an amended version of the final deliverables of the GIPIPE project, sponsored by the European Commission (Research Fund for Coal and Steel programme, 2011-2014)..Geohazards and Pipelines. presents an integrated investigation of this subject, using advanced and innovative experimental techniques, high-performance numerical simulations and novel analytical methodologies, which account for the particularities of buried steel pipelines with an emphasis on soil-pipeline interaction..Geohazards and Pipelines. will be of use to professionals working in the field of pipeline engineering, including design consultants and industrial practitioners involved in projects related to pipeline infrastructure. Structural engineers, mechanical engineers, geotechnical engineers, geologists and seismologists may also find this book of interest, as may graduate students and researchers in these areas..
出版日期Book 2021
關(guān)鍵詞Buried pipeline; Soil-structure interaction; Ground-induced action; Pipeline seismic analysis; Seismic f
版次1
doihttps://doi.org/10.1007/978-3-030-49892-4
isbn_softcover978-3-030-49894-8
isbn_ebook978-3-030-49892-4
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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Experimental Testing Conducted in the Course of the GIPIPE Project and Their Numerical SimulationIn the first part of the chapter, the experiments conducted at CSM facilities, in Sardinia, are described in detail. They comprise 3 tests on axially-loaded buried pipes, 3 tests on transversely-loaded buried pipes and 4 (outdoor) tests on a unique large-scale (25-m-long) special-purpose device that
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Pipeline Response Under Landslide Actionar 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
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Modes of Failure, Limit States and Limit Valuesnce”, which constitutes the second and final stage of “strain-based” pipeline design methodology. Strain limits are presented and discussed for ultimate and serviceability limit states, and reference to major pipeline standards is made. It is noted that the topic of “strain resistance” is very broad
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