9786202066747 - Behavior of Laterally Loaded Piles on Sloping ground de Rathod, Deendayal; Muthukkumaran, K.; Sitharam, T. G. (6 resultados)

Paperback. Condición: Brand New. 288 pages. 8.66x5.91x0.65 inches. In Stock.

Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In this book, special emphasis is laid on the behavior of laterally loaded pile on sloping ground. It provides an overview of laterally loaded piles and its failure pattern. The analytical, numerical and experimental work carried out on laterally loaded piles previously in the literature has been covered. This book is devoted to students, researcher and the designer who want to work in the area of laterally loaded piles. The pile capacity of laterally loaded piles, deflections and maximum bending moments profile of long flexible piles has been discussed in detail. An expression was also developed by multiple regression analysis and proposed a correction factor to incorporate the slope and embedded length effect on pile capacity of laterally loaded pile. From the bending moments and deflections' profile, the well-known p-y curves (soil resistance (p) and lateral deflection (y) along the pile shaft) for a pile embedded on different slopes were developed, a case for which no such curves exist so far. 288 pp. Englisch.

Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Rathod DeendayalDr. Deendayal Rathod is presently Asst.Professor, Department of Civil Engineering, National Institute of Technology, Tiruchirappalli, INDIA. He graduated in Civil Engineering from JNTU, Hyderabad. He obtained an M.E.

Taschenbuch. Condición: Neu. Behavior of Laterally Loaded Piles on Sloping ground | Deendayal Rathod (u. a.) | Taschenbuch | 288 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9786202066747 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu Print on Demand.

Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -In this book, special emphasis is laid on the behavior of laterally loaded pile on sloping ground. It provides an overview of laterally loaded piles and its failure pattern. The analytical, numerical and experimental work carried out on laterally loaded piles previously in the literature has been covered. This book is devoted to students, researcher and the designer who want to work in the area of laterally loaded piles. The pile capacity of laterally loaded piles, deflections and maximum bending moments profile of long flexible piles has been discussed in detail. An expression was also developed by multiple regression analysis and proposed a correction factor to incorporate the slope and embedded length effect on pile capacity of laterally loaded pile. From the bending moments and deflections' profile, the well-known p-y curves (soil resistance (p) and lateral deflection (y) along the pile shaft) for a pile embedded on different slopes were developed, a case for which no such curves exist so far.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 288 pp. Englisch.

Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In this book, special emphasis is laid on the behavior of laterally loaded pile on sloping ground. It provides an overview of laterally loaded piles and its failure pattern. The analytical, numerical and experimental work carried out on laterally loaded piles previously in the literature has been covered. This book is devoted to students, researcher and the designer who want to work in the area of laterally loaded piles. The pile capacity of laterally loaded piles, deflections and maximum bending moments profile of long flexible piles has been discussed in detail. An expression was also developed by multiple regression analysis and proposed a correction factor to incorporate the slope and embedded length effect on pile capacity of laterally loaded pile. From the bending moments and deflections' profile, the well-known p-y curves (soil resistance (p) and lateral deflection (y) along the pile shaft) for a pile embedded on different slopes were developed, a case for which no such curves exist so far.