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Seismic Response of Shallow Strip Footing with Log-Spiral Failure Mechanism Using Limit Analysis Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Analysis of Pile Under Seismic Motion Using Pseudo-static Approach

Authors : Tanumaya Mitra, Kalyan Kumar Chattopadhyay, Ambarish Ghosh

Published in: Geohazards

Publisher: Springer Singapore

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Abstract

In the present study, pseudo-static approach has been used to assess the behaviour of a single pile subjected to seismic loading by FDM. Imperial Valley earthquake accelerogram has been scaled to 0.10 g, 0.13 g and 0.16 g peak bed rock acceleration (PBRA). These motions have been used to carry out equivalent linear method of ground response analysis (GRA) to get the peak ground acceleration (PGA) and deformation profile of soil column. The effect of shear wave velocity of soil mass, pile diameter, input motion, vertical load at pile head on behaviour of both free head and fixed head piles has been studied using pseudo-static approach. The study shows that the increase in PBRA and vertical load will increase the pile deflection and bending moment, whereas the increase in shear wave velocity of soil mass will cause reduction in pile deformation but an increase in bending moment.

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previous chapter Dynamic Slope Stability Analysis of Ash Dykes
next chapter Ground Response Analysis and Determination of Liquefaction Potential Index
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Metadata
Title
Analysis of Pile Under Seismic Motion Using Pseudo-static Approach
Authors
Tanumaya Mitra
Kalyan Kumar Chattopadhyay
Ambarish Ghosh
Copyright Year
2021
Publisher
Springer Singapore
Book
Geohazards

Print ISBN: 978-981-15-6232-7

Electronic ISBN: 978-981-15-6233-4

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-15-6233-4_23