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2020 | OriginalPaper | Buchkapitel

Numerical Analysis of Behavior of Single Pile in Layered Soil Against Lateral Load

verfasst von : Shahnwaz Ahmed, Md. Rehan Sadique, Mudassir Ali Khan, Vishwas A. Sawant

Erschienen in: Advances in Sustainable Construction Materials and Geotechnical Engineering

Verlag: Springer Singapore

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Abstract

Pile foundations are often subjected to lateral loads along with vertical loads. In this paper, the behavior of a single pile is determined using finite element analysis. The P-Y curve is generated by using finite element modeling which was used for comparison to investigate the behavior of soil. The analysis was performed for free headed pile as allowing for rotating. The analysis has been performed for the single pile in soil layering profile. Drucker–Prager and Mohr–Coulomb models have been used to simulate the medium dense sand and clay, respectively. Layering effect on lateral deflection was plotted for the different case. It has been observed that lateral deflection of single pile in uniform clay layer is greater than that in uniform sand layer.

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Ahmed S, Sadique MR, Sawant VA (2017) Response of pile foundation to lateral load: a review. In: One day national conference on recent innovations in science, technology and engineering, NIT Srinagar, India

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Titel: Numerical Analysis of Behavior of Single Pile in Layered Soil Against Lateral Load
verfasst von: Shahnwaz Ahmed
Md. Rehan Sadique
Mudassir Ali Khan
Vishwas A. Sawant
Verlag: Springer Singapore
Buch: Advances in Sustainable Construction Materials and Geotechnical Engineering
Print ISBN: 978-981-13-7479-1

Electronic ISBN: 978-981-13-7480-7

Copyright-Jahr: 2020
DOI: https://doi.org/10.1007/978-981-13-7480-7_14

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