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.
"synopsis" may belong to another edition of this title.
Dr. 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. degree in Geo-technical Engineering from IISc Bangalore. He was awarded a Ph.D. degree by the same Institute (IISc) Bangalore.
"About this title" may belong to another edition of this title.
US$ 27.01 shipping from Germany to U.S.A.
Destination, rates & speedsSeller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
Taschenbuch. Condition: 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. Seller Inventory # 9786202066747
Quantity: 2 available
Seller: moluna, Greven, Germany
Condition: 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. Seller Inventory # 385924307
Quantity: Over 20 available
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Taschenbuch. Condition: 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.Books on Demand GmbH, Überseering 33, 22297 Hamburg 288 pp. Englisch. Seller Inventory # 9786202066747
Quantity: 1 available
Seller: AHA-BUCH GmbH, Einbeck, Germany
Taschenbuch. Condition: 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. Seller Inventory # 9786202066747
Quantity: 1 available
Seller: Revaluation Books, Exeter, United Kingdom
Paperback. Condition: Brand New. 288 pages. 8.66x5.91x0.65 inches. In Stock. Seller Inventory # zk6202066741
Quantity: 1 available