9783846536162 - The Pile groups effect on Scour around Bridge Piers: A Numerical Model Study de Elsaeed, Gamal; Wagdy, Ahmed; Aly, Ahmed (9 resultados)

Condición: New.

Taschenbuch. Condición: Neu. The Pile groups effect on Scour around Bridge Piers | A Numerical Model Study | Gamal Elsaeed (u. a.) | Taschenbuch | 140 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783846536162 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.

Paperback. Condición: Brand New. 140 pages. 8.66x5.91x0.32 inches. In Stock.

Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Bridges are very important and crucial means of transport of fast growing cities, and are especially famous for crossing waterways. While the design for hydraulic and structural considerations is important to maintain a safety environment, the uncertainties of hydraulic predictions may often lead to overdosing resulting in additional costs, or possible failure. The most common cause of bridge failures is the local scour located around bridge piers; it is also great danger during floods and in the event of major environmental crises. It is important for the designer of the bridge foundation to understand the local scour phenomenon as this explains the maximum possible scours around bridge piers and abutments in order to create a safe and economic design. This research-study validates and explains a 3D computational fluid dynamic model(SSIIM) for local scours, by changing the pile numbers and spacing of pile groups for both the longitudinal and the transversal directions and comparing the scour hole depth for each case to have a better understanding for the effect of the pile groups arrangements on the scour around bridge piers. 140 pp. Englisch.

Condición: New. Print on Demand.

Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Elsaeed GamalGamal Elsaeed, a Professor at the Civil Engineering Department, Faculty of Engineering, Shobra, Banha University,Cairo, Egypt. He holds a B.Sc., M.Sc. and Ph.D. in Civil Engineering and Business Administration Studies fr.

Condición: New. PRINT ON DEMAND.

Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Bridges are very important and crucial means of transport of fast growing cities, and are especially famous for crossing waterways. While the design for hydraulic and structural considerations is important to maintain a safety environment, the uncertainties of hydraulic predictions may often lead to overdosing resulting in additional costs, or possible failure. The most common cause of bridge failures is the local scour located around bridge piers; it is also great danger during floods and in the event of major environmental crises. It is important for the designer of the bridge foundation to understand the local scour phenomenon as this explains the maximum possible scours around bridge piers and abutments in order to create a safe and economic design. This research-study validates and explains a 3D computational fluid dynamic model(SSIIM) for local scours, by changing the pile numbers and spacing of pile groups for both the longitudinal and the transversal directions and comparing the scour hole depth for each case to have a better understanding for the effect of the pile groups arrangements on the scour around bridge piers.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 140 pp. Englisch.

Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Bridges are very important and crucial means of transport of fast growing cities, and are especially famous for crossing waterways. While the design for hydraulic and structural considerations is important to maintain a safety environment, the uncertainties of hydraulic predictions may often lead to overdosing resulting in additional costs, or possible failure. The most common cause of bridge failures is the local scour located around bridge piers; it is also great danger during floods and in the event of major environmental crises. It is important for the designer of the bridge foundation to understand the local scour phenomenon as this explains the maximum possible scours around bridge piers and abutments in order to create a safe and economic design. This research-study validates and explains a 3D computational fluid dynamic model(SSIIM) for local scours, by changing the pile numbers and spacing of pile groups for both the longitudinal and the transversal directions and comparing the scour hole depth for each case to have a better understanding for the effect of the pile groups arrangements on the scour around bridge piers.