Numerical simulation to study the effect of combination vertical load and lateral load on pile performance in cohesionless soil
Other Title(s)
المحاكاة العددية لدراسة التأثير المتداخل للحمل الرأسي و الحمل الجانبي على استجابة الركيزة المثبتة في التربة غير المتماسكة
Author
Source
Thi-Qar University Journal for Engineering Sciences
Issue
Vol. 6, Issue 3 (31 Dec. 2015), pp.19-30, 12 p.
Publisher
University of Thi-Qar College of Engineering
Publication Date
2015-12-31
Country of Publication
Iraq
No. of Pages
12
Main Subjects
Earth Sciences, Water and Environment
Abstract EN
Pile foundation is widely subjected to both vertical and lateral loads.
The available design procedure assumes that the effect of these two loads is independent of each other and hence the pile design is carried out separately for vertical and lateral loads.
The traditional methods for analysis of piles according to sub-grade reaction methods also do not consider the effect of interaction between the different load directions.
The effect of combination vertical loads and lateral on pile performance that installed in cohesionless soils is considered in this paper through three-dimensional finite element analyses.
In the numerical model, the pile was treated as a linear elastic material and the soil was idealized using the Mohr-Coloumb constitutive model.
The results from the analysis of single piles under combined vertical and lateral loads are studied in this paper.
The influences of related parameters such as shear strength (angle of internal friction and dilatation angle) of soil in term of loose and dense sands and pile/soil interface friction coefficient have also been studied in this work.
The results have shown that the combination vertical load and lateral has a significant effect on the pile performance that installed in cohesionless soil.
American Psychological Association (APA)
Shayi, Husayn Abd. 2015. Numerical simulation to study the effect of combination vertical load and lateral load on pile performance in cohesionless soil. Thi-Qar University Journal for Engineering Sciences،Vol. 6, no. 3, pp.19-30.
https://search.emarefa.net/detail/BIM-904656
Modern Language Association (MLA)
Shayi, Husayn Abd. Numerical simulation to study the effect of combination vertical load and lateral load on pile performance in cohesionless soil. Thi-Qar University Journal for Engineering Sciences Vol. 6, no. 3 (2015), pp.19-30.
https://search.emarefa.net/detail/BIM-904656
American Medical Association (AMA)
Shayi, Husayn Abd. Numerical simulation to study the effect of combination vertical load and lateral load on pile performance in cohesionless soil. Thi-Qar University Journal for Engineering Sciences. 2015. Vol. 6, no. 3, pp.19-30.
https://search.emarefa.net/detail/BIM-904656
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 29-30
Record ID
BIM-904656