Los costos de envío se calcularán en base a esta dirección en todo el sitio.
Selecciona tu país
América
Argentina
Brasil
Canadá
Chile
Colombia
Costa Rica
Ecuador
El Salvador
Estados Unidos
México
Perú
República Dominicana
Uruguay
Europa
Alemania
Austria
Bélgica
Croacia
Dinamarca
Eslovaquia
Eslovenia
España
Finlandia
Francia
Grecia
Hungría
Irlanda
Italia
Letonia
Malta
Noruega
Países Bajos
Polonia
Portugal
Reino Unido
República Checa
Serbia
Suecia
Suiza
Resto del mundo


Single Piles and Pile Groups Under Lateral Loading
Lymon C. Reese;William Van Impe;Shin-Tower Wang (Autor) · CRC Press · Tapa Dura
Quedan 84 unidades
S/ 325,10The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common that they are founded on piles. To create solid foundations, the pile designer is driven towards finding the critical load on a certain structure, either by causing overloaded or by causing too much lateral deflection.
This 3rd edition of Single Piles and Pile Groups Under Lateral Loading explores and explains design and analysis procedures for laterally loaded piles and pile groups, accounting for the nonlinear soil resistance, as related to the lateral deflection of the pile. It addresses the analysis of piles of varying stiffness installed into soils and rock formations with a variety of characteristics, accounting for the axial load at the top of the pile and for the rotational restrain of the pile head. The presented method using load-transfer functions is currently applied in practice by thousands of engineering offices in the world. Moreover, various experimental case design examples are given to complement theory. The rich list of relevant publications will serve the user into further reading.
Numerous developments have taken place in the years since the second edition was published. Hence, new features in this third edition are added, and include new chapters on p-y criteria for crushable soils and rock formations, and a chapter on new challenges in analysis and design of monopiles for offshore wind turbine foundations and drilled piers with large-diameters. Additional subjects treated include updated group reduction factors on the behaviour of pile groups with a large number of piles, and the substructure method which is used in current engineering practices for laterally-loaded piles under dynamic loading.
Designed as a textbook for senior undergraduate/graduate student courses in pile engineering and foundation engineering and related subject areas, this 3rd edition of Single Piles and Pile Groups Under Lateral Loading is also aimed at professionals in civil and mining engineering and in applied earth sciences.
¿Tienes una pregunta sobre el libro? Inicia sesión para poder agregar tu propia pregunta.

