Earthquake Geotechnical Engineering Design - Couverture souple

9783319375076: Earthquake Geotechnical Engineering Design

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ISBN 10 : 3319375075 ISBN 13 : 9783319375076

Editeur : Springer, 2016

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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 � Synopsis � peuvent faire r�f�rence � une autre �dition de ce titre.

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Les informations fournies dans la section � A propos du livre � peuvent faire r�f�rence � une autre �dition de ce titre.

�diteur: Springer
Date d'�dition: 2016
Langue: anglais
ISBN 10: 3319375075
ISBN 13: 9783319375076
Reliure: Broch�
Nombre de pages: 400
�diteur: Maugeri Michele, Soccodato Claudio
Coordonn�es du fabricant: ProductSafety@springernature.com
ProductSafety@springernature.com

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Darmstadt
64293
Allemagne

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Earthquake Geotechnical Engineering Design

Claudio Soccodato

Edit� par Springer International Publishing Sep 2016, 2016

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 r�f. du vendeur 9783319375076

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Earthquake Geotechnical Engineering Design

Maugeri, Michele|Soccodato, Claudio

Edit� par Springer International Publishing, 2016

ISBN 10 : 3319375075 ISBN 13 : 9783319375076

Neuf Couverture souple

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Vendeur : moluna, Greven, Allemagne

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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 r�f. du vendeur 458604967

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Earthquake Geotechnical Engineering Design

Michele Maugeri (u. a.)

Edit� par Springer, 2016

ISBN 10 : 3319375075 ISBN 13 : 9783319375076

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Vendeur : preigu, Osnabr�ck, Allemagne

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Earthquake Geotechnical Engineering Design

Michele Maugeri

Edit� par Springer, Springer Sep 2016, 2016

ISBN 10 : 3319375075 ISBN 13 : 9783319375076

Neuf Taschenbuch

impression � la demande

Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne

�valuation du vendeur 5 sur 5 �toiles

Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. 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 KG, Sachsenplatz 4-6, 1201 Wien 400 pp. Englisch. N� de r�f. du vendeur 9783319375076

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Earthquake Geotechnical Engineering Design

Claudio Soccodato

Edit� par Springer International Publishing, 2016

ISBN 10 : 3319375075 ISBN 13 : 9783319375076

Neuf Taschenbuch

Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne

�valuation du vendeur 5 sur 5 �toiles

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 r�f. du vendeur 9783319375076

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