Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads

Yusra Baqi; Junaid A. Khan; Subhan Ahmad; M. R. Sadique

doi:10.1016/j.matpr.2022.03.195

Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads

Yusra Baqi, Junaid A. Khan^*, Subhan Ahmad, M. R. Sadique

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

This paper presents an analysis for investigating the nonlinear behaviour of a single hollow steel pile with a concrete pile cap subjected to different combinations of axial and lateral loads. The finite element based software ABAQUS/Explicit was used for the analysis. A number of load combinations were applied to understand the dynamic behaviour of hollow steel piles inserted in soil with different layers. Response of hollow steel pile in terms of vertical displacement, horizontal deflection and stresses developed in soil and pile was observed. The analysis results showed the pile's vertical downward settlement and horizontal deflection under different load combinations and the maximum amount of load the pile can carry before it fails. It further showed the stresses developed in the soil surrounding the pile.

Original language	English
Pages (from-to)	609-614
Number of pages	6
Journal	Materials Today: Proceedings
Volume	65
DOIs	https://doi.org/10.1016/j.matpr.2022.03.195
State	Published - Jan 2022
Externally published	Yes

Bibliographical note

Publisher Copyright:
© 2022

Keywords

Finite Element Modelling
Lateral Loads
Layered soil
Pile
Settlement
Stresses

ASJC Scopus subject areas

General Materials Science

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10.1016/j.matpr.2022.03.195

Cite this

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title = "Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads",

abstract = "This paper presents an analysis for investigating the nonlinear behaviour of a single hollow steel pile with a concrete pile cap subjected to different combinations of axial and lateral loads. The finite element based software ABAQUS/Explicit was used for the analysis. A number of load combinations were applied to understand the dynamic behaviour of hollow steel piles inserted in soil with different layers. Response of hollow steel pile in terms of vertical displacement, horizontal deflection and stresses developed in soil and pile was observed. The analysis results showed the pile's vertical downward settlement and horizontal deflection under different load combinations and the maximum amount of load the pile can carry before it fails. It further showed the stresses developed in the soil surrounding the pile.",

keywords = "Finite Element Modelling, Lateral Loads, Layered soil, Pile, Settlement, Stresses",

author = "Yusra Baqi and Khan, {Junaid A.} and Subhan Ahmad and Sadique, {M. R.}",

note = "Publisher Copyright: {\textcopyright} 2022",

year = "2022",

month = jan,

doi = "10.1016/j.matpr.2022.03.195",

language = "English",

volume = "65",

pages = "609--614",

journal = "Materials Today: Proceedings",

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T1 - Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads

AU - Baqi, Yusra

AU - Khan, Junaid A.

AU - Ahmad, Subhan

AU - Sadique, M. R.

PY - 2022/1

Y1 - 2022/1

N2 - This paper presents an analysis for investigating the nonlinear behaviour of a single hollow steel pile with a concrete pile cap subjected to different combinations of axial and lateral loads. The finite element based software ABAQUS/Explicit was used for the analysis. A number of load combinations were applied to understand the dynamic behaviour of hollow steel piles inserted in soil with different layers. Response of hollow steel pile in terms of vertical displacement, horizontal deflection and stresses developed in soil and pile was observed. The analysis results showed the pile's vertical downward settlement and horizontal deflection under different load combinations and the maximum amount of load the pile can carry before it fails. It further showed the stresses developed in the soil surrounding the pile.

AB - This paper presents an analysis for investigating the nonlinear behaviour of a single hollow steel pile with a concrete pile cap subjected to different combinations of axial and lateral loads. The finite element based software ABAQUS/Explicit was used for the analysis. A number of load combinations were applied to understand the dynamic behaviour of hollow steel piles inserted in soil with different layers. Response of hollow steel pile in terms of vertical displacement, horizontal deflection and stresses developed in soil and pile was observed. The analysis results showed the pile's vertical downward settlement and horizontal deflection under different load combinations and the maximum amount of load the pile can carry before it fails. It further showed the stresses developed in the soil surrounding the pile.

KW - Finite Element Modelling

KW - Lateral Loads

KW - Layered soil

KW - Pile

KW - Settlement

KW - Stresses

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DO - 10.1016/j.matpr.2022.03.195

M3 - Article

AN - SCOPUS:85127866865

SN - 2214-7853

VL - 65

SP - 609

EP - 614

JO - Materials Today: Proceedings

JF - Materials Today: Proceedings

ER -

Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads

Abstract

Bibliographical note

Keywords

ASJC Scopus subject areas

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