Lateral spread due to liquefaction involves large ground movements, where shear strains reach several tens of percent and sometimes exceed 100%. Traditional analytical methods for prediction of soil deformation, which are based on such general assumptions as (1) deformations are small and (2) soil particles do not completely lose contact among each other, cannot describe this phenomenon. Besides, several results from case studies and model tests suggest that liquefied soil undergoing lateral spread behaves like a fluid. The principal aim of the work illustrated in this book is to develop new numerical methods for lateral spread analysis in the framework of fluid dynamics where a particular emphasis is made on multi fluid dynamics schemes. Different methods for liquefaction induced lateral spread analysis including empirical methods, model tests and experimental methods for determination of liquefied soil viscosity are reviewed. Numerical methods that treat liquefied soil as solid and those that treat liquefied soil as fluid are also discussed. Finally, two fluid dynamics based numerical methods for lateral spread analysis are presented.
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Lateral spread due to liquefaction involves large ground movements, where shear strains reach several tens of percent and sometimes exceed 100%. Traditional analytical methods for prediction of soil deformation, which are based on such general assumptions as (1) deformations are small and (2) soil particles do not completely lose contact among each other, cannot describe this phenomenon. Besides, several results from case studies and model tests suggest that liquefied soil undergoing lateral spread behaves like a fluid. The principal aim of the work illustrated in this book is to develop new numerical methods for lateral spread analysis in the framework of fluid dynamics where a particular emphasis is made on multi fluid dynamics schemes. Different methods for liquefaction induced lateral spread analysis including empirical methods, model tests and experimental methods for determination of liquefied soil viscosity are reviewed. Numerical methods that treat liquefied soil as solid and those that treat liquefied soil as fluid are also discussed. Finally, two fluid dynamics based numerical methods for lateral spread analysis are presented. 116 pp. Englisch. N° de réf. du vendeur 9783330328761
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Hadush Seged HagosDr. Hadush Seged is a Geotechnical Engineer/Dam Engineer with over 24 years of professional experience. After completing his PhD degree, he worked as Assistance Professor of Geotechnical Engineering in Addis Ababa . N° de réf. du vendeur 385708446
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Lateral spread due to liquefaction involves large ground movements, where shear strains reach several tens of percent and sometimes exceed 100%. Traditional analytical methods for prediction of soil deformation, which are based on such general assumptions as (1) deformations are small and (2) soil particles do not completely lose contact among each other, cannot describe this phenomenon. Besides, several results from case studies and model tests suggest that liquefied soil undergoing lateral spread behaves like a fluid. The principal aim of the work illustrated in this book is to develop new numerical methods for lateral spread analysis in the framework of fluid dynamics where a particular emphasis is made on multi fluid dynamics schemes. Different methods for liquefaction induced lateral spread analysis including empirical methods, model tests and experimental methods for determination of liquefied soil viscosity are reviewed. Numerical methods that treat liquefied soil as solid and those that treat liquefied soil as fluid are also discussed. Finally, two fluid dynamics based numerical methods for lateral spread analysis are presented. N° de réf. du vendeur 9783330328761
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Lateral spread due to liquefaction involves large ground movements, where shear strains reach several tens of percent and sometimes exceed 100%. Traditional analytical methods for prediction of soil deformation, which are based on such general assumptions as (1) deformations are small and (2) soil particles do not completely lose contact among each other, cannot describe this phenomenon. Besides, several results from case studies and model tests suggest that liquefied soil undergoing lateral spread behaves like a fluid. The principal aim of the work illustrated in this book is to develop new numerical methods for lateral spread analysis in the framework of fluid dynamics where a particular emphasis is made on multi fluid dynamics schemes. Different methods for liquefaction induced lateral spread analysis including empirical methods, model tests and experimental methods for determination of liquefied soil viscosity are reviewed. Numerical methods that treat liquefied soil as solid and those that treat liquefied soil as fluid are also discussed. Finally, two fluid dynamics based numerical methods for lateral spread analysis are presented.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 116 pp. Englisch. N° de réf. du vendeur 9783330328761
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Fluid Dynamics Based Large Deformation Analysis in Geomechanics | Hagos Hadush Seged (u. a.) | Taschenbuch | 116 S. | Englisch | 2020 | LAP LAMBERT Academic Publishing | EAN 9783330328761 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 118520843
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