<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The single pile is a structural element that has an important role in supporting any part of the superstructure. This paper adopted three dimensional finite element modelling by using ANSYS to discover the influence of soil size domain on pile diameter, pile length, load eccentricity and torsion magnitude. One type of soil was used and described by Drucker-Prager model. The numerical analysis has been performed to show how the variation in soil size domain effects on the behaviour of single pile under torsion load. The procedure which is adopted in the investigation depends on fixing all variables and changing one variable to show the impact of this variable on the pile response considering soil domain variation. From the investigation, it is obvious that the pile diameter, eccentricity and torsion load have a major influence on the pile response, while the pile length has a minor influence on the pile response. Here, the increase in pile diameter reduces the load transfer to the soil; also the increase in eccentricity increases the load transfer to the soil while the increase in soil domain reduces the pile response. When the torsion load increases the pile response increases too. The pile response refers to displacement, rotation, shear force and bending moment.</p>
</abstract>

The single pile is a structural element that has an important role in supporting any part of the superstructure. This paper adopted three dimensional finite element modelling by using ANSYS to discover the influence of soil size domain on pile diameter, pile length, load eccentricity and torsion magnitude. One type of soil was used and described by Drucker-Prager model. The numerical analysis has been performed to show how the variation in soil size domain effects on the behaviour of single pile under torsion load. The procedure which is adopted in the investigation depends on fixing all variables and changing one variable to show the impact of this variable on the pile response considering soil domain variation. From the investigation, it is obvious that the pile diameter, eccentricity and torsion load have a major influence on the pile response, while the pile length has a minor influence on the pile response. Here, the increase in pile diameter reduces the load transfer to the soil; also the increase in eccentricity increases the load transfer to the soil while the increase in soil domain reduces the pile response. When the torsion load increases the pile response increases too. The pile response refers to displacement, rotation, shear force and bending moment.

Investigating the Response of Single Pile Under Pure Torsion

Journal of Applied Engineering Sciences

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

{"article-title":"Investigating the Response of Single Pile Under Pure Torsion"}

The single pile is a structural element that has an important role in supporting any part of the superstructure. This paper adopted three dimensional finite...

Investigating the Response of Single Pile Under Pure Torsion

Publicado en línea: 19 may 2022

Páginas: 37 - 42

Recibido: 17 jun 2021

Aceptado: 05 jul 2021

DOI: https://doi.org/10.2478/jaes-2022-0006

Palabras clave
Single pile, Torsion, Soil domain, Plastic soil

© 2022 Abdulameer Qasim Hasan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Investigating the Response of Single Pile Under Pure Torsion

Publicado en línea: 19 may 2022

Páginas: 37 - 42

Recibido: 17 jun 2021

Aceptado: 05 jul 2021

DOI: https://doi.org/10.2478/jaes-2022-0006

Palabras claveSingle pile, Torsion, Soil domain, Plastic soil

© 2022 Abdulameer Qasim Hasan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Palabras clave
Single pile, Torsion, Soil domain, Plastic soil