3D Numerical Modeling of a Single Pipe Pile Under Axial Compression Embedded in Organic Soil

The objective of this paper is to numerically study the behavior pipe pile under axial compression embedded in organic soil has been numerically predicted. The pipe pile used in the study has been produced by steel and it has outer and inner diameters of 20 mm and 15 mm, respectively. The pile embed...

Full description

Saved in:
Bibliographic Details
Published in:Geotechnical and geological engineering 2020-10, Vol.38 (5), p.4423-4434
Main Authors: Hamed, Majid, Emirler, Buse, Canakci, Hanifi, Yildiz, Abdulazim
Format: Article
Language:English
Subjects:
Axial compression
Axial loads
Civil Engineering
Compression
Computer software
Diameters
Earth and Environmental Science
Earth Sciences
Finite element method
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Length
Numerical analysis
Numerical prediction
Organic soils
Original Paper
Piles
Pipe piles
Ratios
Soil
Soils
Terrestrial Pollution
Three dimensional models
Wall thickness
Waste Management/Waste Technology
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:The objective of this paper is to numerically study the behavior pipe pile under axial compression embedded in organic soil has been numerically predicted. The pipe pile used in the study has been produced by steel and it has outer and inner diameters of 20 mm and 15 mm, respectively. The pile embedded in organic soil, which has the pile length ratios of 10, 20 and 30 (L/D), has been exposed to the axial load for different diameter ratios (d/D = 0, 0.25, 0.50 and 0.75). Numerical analyses have been performed by using Plaxis 3D computer program which is based on finite element method. The capability of the numerical analysis in the prediction of the load capacity of pipe pile has been studied. It has been understood that the results obtained from numerical analysis and experiment are in a good agreement, and then it has been observed in the parametric study that the load capacity of single pipe pile increases with the increase of the pile length and the wall thickness.
ISSN:0960-3182
1573-1529
DOI:10.1007/s10706-020-01299-1