This book is the result of the parametric study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading.The recent period of sustained economic growth has led to an increase in use of underground space.With deep excavations,design issues are involved.This publication highlights how secant pile walls are formed and reinforced. It will be of interest to civil engineers,urban authorities,contractors and constructors. Consideration of soil parameters, deformation, interaction of soil and retaining configuration are highlighted.The relevance of the secant pile methodology is emphasized in preventing the soil and ground water ingress.Aspects related to nonlinear,dynamic and complicated system are mentioned. Contents:Parameter,effect of stage excavation, diameter of pile wall,height of the pile wall, anchor spacing,seismic site response, accelerations,site responses,velocities,and ground amplification.
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Author,Julius Emmanuel.E received BEng. Degree in Civil and Building Engineering from Kyambogo University,Uganda in 2012.He completed MSC in Geotechnical Engineering from Addis Ababa University,Ethiopia in March,2017.Lecturer of Advanced Soil Mechanics at Kyambogo University. Student Member,Deep Foundation Institute(DFI),USA.Independent Researcher.
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This book is the result of the parametric study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading.The recent period of sustained economic growth has led to an increase in use of underground space.With deep excavations,design issues are involved.This publication highlights how secant pile walls are formed and reinforced. It will be of interest to civil engineers,urban authorities,contractors and constructors. Consideration of soil parameters, deformation, interaction of soil and retaining configuration are highlighted.The relevance of the secant pile methodology is emphasized in preventing the soil and ground water ingress.Aspects related to nonlinear,dynamic and complicated system are mentioned. Contents:Parameter,effect of stage excavation, diameter of pile wall,height of the pile wall, anchor spacing,seismic site response, accelerations,site responses,velocities,and ground amplification. 116 pp. Englisch. Codice articolo 9786202300827
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Da: Books Puddle, Woodside, NY, U.S.A.
Condizione: New. Codice articolo 26403793693
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Da: Majestic Books, Hounslow, Regno Unito
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Da: moluna, Greven, Germania
Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Emuriat Julius EmmanuelAuthor,Julius Emmanuel.E received BEng. Degree in Civil and Building Engineering from Kyambogo University,Uganda in 2012.He completed MSC in Geotechnical Engineering from Addis Ababa University,Ethiopia in Marc. Codice articolo 168492763
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Da: AHA-BUCH GmbH, Einbeck, Germania
Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This book is the result of the parametric study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading.The recent period of sustained economic growth has led to an increase in use of underground space.With deep excavations,design issues are involved.This publication highlights how secant pile walls are formed and reinforced. It will be of interest to civil engineers,urban authorities,contractors and constructors. Consideration of soil parameters, deformation, interaction of soil and retaining configuration are highlighted.The relevance of the secant pile methodology is emphasized in preventing the soil and ground water ingress.Aspects related to nonlinear,dynamic and complicated system are mentioned. Contents:Parameter,effect of stage excavation, diameter of pile wall,height of the pile wall, anchor spacing,seismic site response, accelerations,site responses,velocities,and ground amplification. Codice articolo 9786202300827
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Da: Biblios, Frankfurt am main, HESSE, Germania
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Da: Revaluation Books, Exeter, Regno Unito
Paperback. Condizione: Brand New. 116 pages. 8.66x5.91x0.27 inches. In Stock. Codice articolo zk6202300825
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This book is the result of the parametric study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading.The recent period of sustained economic growth has led to an increase in use of underground space.With deep excavations,design issues are involved.This publication highlights how secant pile walls are formed and reinforced. It will be of interest to civil engineers,urban authorities,contractors and constructors. Consideration of soil parameters, deformation, interaction of soil and retaining configuration are highlighted.The relevance of the secant pile methodology is emphasized in preventing the soil and ground water ingress.Aspects related to nonlinear,dynamic and complicated system are mentioned. Contents:Parameter,effect of stage excavation, diameter of pile wall,height of the pile wall, anchor spacing,seismic site response, accelerations,site responses,velocities,and ground amplification.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 116 pp. Englisch. Codice articolo 9786202300827
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Da: preigu, Osnabrück, Germania
Taschenbuch. Condizione: Neu. Parametric Study on Analysis and Design of Secant Pile for Earthquake | Parametric Study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading | Julius Emmanuel Emuriat | Taschenbuch | Englisch | 2017 | Scholars' Press | EAN 9786202300827 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Codice articolo 113380000
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