Name: Experimental investigation of the load response of model piles in sand: A study to clarify the Influence of axial load on the lateral response of steel piles in sand (en Inglés)
Price: 269.62 PEN
Availability: InStock
Author: Lee, Jintae
ISBN: 9783639514506

portada Experimental investigation of the load response of model piles in sand: A study to clarify the Influence of axial load on the lateral response of steel piles in sand (en Inglés)

Formato

Libro Físico

Autor

Jintae Lee

Editorial

Scholars' Press

Idioma

Inglés

N° páginas

244

Encuadernación

Tapa Blanda

Dimensiones

22.9 x 15.2 x 1.4 cm

Peso

0.36 kg.

ISBN13

9783639514506

Categorías

Tecnología: cuestiones generales

Experimental investigation of the load response of model piles in sand: A study to clarify the Influence of axial load on the lateral response of steel piles in sand (en Inglés)

Jintae Lee (Autor) · Scholars' Press · Tapa Blanda

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Reseña del libro "Experimental investigation of the load response of model piles in sand: A study to clarify the Influence of axial load on the lateral response of steel piles in sand (en Inglés)"

Although the load applied on a pile is usually a combination of a vertical and a lateral load, there have been few studies done on the response of piles subjected to combined loading. In addition, the results available in the literature are inconsistent with respect to the effects of axial loads on the lateral response of piles. This book presents the results of model pile load tests performed on model driven and nondisplacement piles to assess the influence of axial loads on the lateral response. The results of the load tests in sand under axial, lateral, and combined loading were compared with results from full-scale tests reported in the literature and predictions from theoretical solutions. The combined load test results showed that the presence of an axial load on piles detrimental to its lateral capacity, for the lateral deflection of the model pile head increased with increasing axial load. The bending moments at the pile head increased substantially in the presence of axial loads. Those results imply that it is unconservative to design piles assuming that there is no interaction between axial and lateral loads.