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2011 | OriginalPaper | Chapter

10. Piled Foundations

Author : Dr. Milutin Srbulov

Published in: Practical Soil Dynamics

Publisher: Springer Netherlands

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Abstract

EN 1998-5 (2004) specifies that the effects of dynamic soil-structure interaction shall be taken into account when P-δ effects are important (i.e. the bending moment caused by axial force times column deflexion), for structures with massive or deep-seated foundations, such as bridge piers, caissons and silos, for slender tall structures, such as towers and chimneys, and for structures supported on very soft soil, with average shear wave velocity less than 100 m/s. The code also states that piles and piers shall be designed to resist the following two types of action effects:
(a) Inertia forces from the superstructure.
(b) Kinematic forces arising from the deformation of the surrounding soil due to passage of seismic waves.

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previous chapter Shallow Foundations
next chapter Tunnels, Vertical Shafts and Pipelines
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Metadata
Title
Piled Foundations
Author
Dr. Milutin Srbulov
Copyright Year
2011
Publisher
Springer Netherlands
Book
Practical Soil Dynamics

Print ISBN: 978-94-007-1311-6

Electronic ISBN: 978-94-007-1312-3

Copyright Year: 2011

DOI
https://doi.org/10.1007/978-94-007-1312-3_10