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Earthquake Geotechnical Engineering Design ISBN 13 : 9783319375076

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9783319375076: Earthquake Geotechnical Engineering Design

Synopsis

Reflecting the shift in emphasis from pseudo-static to more sensitive performance-based analysis, this multi-part book covers the most recent advances, from evaluation of the site amplification to the design of reinforced earth retaining walls and landfills.

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Reflecting the shift in emphasis from pseudo-static to more sensitive performance-based analysis, this multi-part book covers the most recent advances, from evaluation of the site amplification to the design of reinforced earth retaining walls and landfills.

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

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9783319031811: Earthquake Geotechnical Engineering Design

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ISBN 10 :  3319031813 ISBN 13 :  9783319031811
Editeur : Springer International Publishin..., 2014
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Maugeri, Michele|Soccodato, Claudio
ISBN 10 : 3319375075 ISBN 13 : 9783319375076
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Performance Design instead of prescriptive design Design of infrastructures to withstand high values of acceleration Performance of shallow foundations against liquefaction Seismic performance of river levees and dams and waste conta. N° de réf. du vendeur 458604967

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Claudio Soccodato
ISBN 10 : 3319375075 ISBN 13 : 9783319375076
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne

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Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered. N° de réf. du vendeur 9783319375076

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Claudio Soccodato
ISBN 10 : 3319375075 ISBN 13 : 9783319375076
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne

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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered. 400 pp. Englisch. N° de réf. du vendeur 9783319375076

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Claudio Soccodato
ISBN 10 : 3319375075 ISBN 13 : 9783319375076
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne

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Taschenbuch. Etat : Neu. Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 400 pp. Englisch. N° de réf. du vendeur 9783319375076

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Soccodato, Claudio (Editor) / Maugeri, Michele (Editor)
Edité par Springer, 2016
ISBN 10 : 3319375075 ISBN 13 : 9783319375076
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Vendeur : Revaluation Books, Exeter, Royaume-Uni

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Paperback. Etat : Brand New. reprint edition. 400 pages. 9.25x6.10x0.94 inches. In Stock. N° de réf. du vendeur 3319375075

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