Pile foundations are an example of deep foundations. They are long columnar members driven into earth to support civil engineering structures. They are preferred when the soil at shallow depths is weak and has poor bearing capacity. Based on the material used for manufacturing piles, they are classified as steel piles, concrete piles and timber piles; and based on their function they are generally classified as end bearing piles and friction piles. The total capacity of a single pile driven either into sands or clays is the summation of end bearing capacity and friction capacity. Friction capacity is also called skin friction capacity or skin friction resistance. This book deals with the determination of skin friction resistance of single piles driven into clays. It discusses the three important methods available for the purpose and examines the influence of various important parameters on the skin friction resistance.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
B. R. Phanikumar is a Senior Professor in Civil Engg at VIT, Vellore, India. His research areas are expansive soils and ground improvement. He published about 250 papers in various international journals and conferences. Sana Suri is a Research Student at VIT. She too works in Expansive Soils and has authored a few research papers in the field.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Phanikumar RamachandraB. R. Phanikumar is a Senior Professor in Civil Engg at VIT, Vellore, India. His research areas are expansive soils and ground improvement. He published about 250 papers in various international journals and con. N° de réf. du vendeur 5160636
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Pile foundations are an example of deep foundations. They are long columnar members driven into earth to support civil engineering structures. They are preferred when the soil at shallow depths is weak and has poor bearing capacity. Based on the material used for manufacturing piles, they are classified as steel piles, concrete piles and timber piles; and based on their function they are generally classified as end bearing piles and friction piles. The total capacity of a single pile driven either into sands or clays is the summation of end bearing capacity and friction capacity. Friction capacity is also called skin friction capacity or skin friction resistance. This book deals with the determination of skin friction resistance of single piles driven into clays. It discusses the three important methods available for the purpose and examines the influence of various important parameters on the skin friction resistance. N° de réf. du vendeur 9783659503580
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Taschenbuch. Etat : Neu. Skin friction resistance of piles embedded in clays | Ramachandra Phanikumar | Taschenbuch | Englisch | LAP Lambert Academic Publishing | EAN 9783659503580 | 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 105514542
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