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

Ahmed, Shahnwaz / Rehan Sadique, Md. / Ali Khan, Mudassir / Sawant, Vishwas A.

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

Ahmed, Shahnwaz / Rehan Sadique, Md. / Ali Khan, Mudassir / Sawant, Vishwas A.

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.

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

Ahmed, Shahnwaz / Rehan Sadique, Md. / Ali Khan, Mudassir / Sawant, Vishwas A.

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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Title:

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

Contributors:

Ahmed, Shahnwaz (author) / Rehan Sadique, Md. (author) / Ali Khan, Mudassir (author) / Sawant, Vishwas A. (author)

Published in:

Advances in Sustainable Construction Materials and Geotechnical Engineering ; 163-169

Lecture Notes in Civil Engineering ; 35

Publication date:

2019-07-03

Size:

7 pages

ISBN:

978-981-13-7479-1 , 978-981-13-7480-7

ISSN:

2366-2557 , 2366-2565

DOI:

https://doi.org/10.1007/978-981-13-7480-7_14

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Pile foundation , Lateral loading , Layered soil , Lateral bearing capacity , Lateral deflection Engineering , Geoengineering, Foundations, Hydraulics , Sustainable Architecture/Green Buildings , Building Materials

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