Al-Abboodi, I, Toma-Sabbagh, TM and Al-Jazaairry, A 2015, 'Modelling the response of single passive piles subjected to lateral soil movement using PLAXIS' , International Journal of Engineering Research & Technology, 4 (3) , pp. 176-180.
- Published Version
Restricted to Repository staff only
Download (502kB) | Request a copy
Response of single pile subjected to lateral displacements of soil mass using 3D finite element software (PLAXIS) is studied. Embedded pile feature in which the pile composed of beam elements with special interface elements to represent pile-soil interaction is used. The Mohr–Coulomb elastic–plastic constitutive model was employed for the soil stress-strain behaviour. A good agreement between laboratory and predicted results is observed in the validation analysis. A parametric study was conducted to investigate the influence of soil Young's modulus and soil movement profile on the response of single "passive pile". The software results revealed that the distribution of bending moment along the pile length vary considerably and was in a very good agreement with the real pile behaviour when adopting a variation of soil elastic modulus with depth instead of choosing a constant value.
|Themes:||Built and Human Environment|
|Schools:||Schools > School of Computing, Science and Engineering > Salford Innovation Research Centre (SIRC)|
|Journal or Publication Title:||International Journal of Engineering Research & Technology|
|Publisher:||Engineering and Science Research Support Academy (ESRSA)|
|Funders:||Non funded research|
|Depositing User:||TM Toma-Sabbagh|
|Date Deposited:||07 Jul 2015 11:23|
|Last Modified:||29 Oct 2015 00:18|
Actions (login required)
|Edit record (repository staff only)|