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A study using F.E.A , theory and experiments for single helical piles in sand

Article

Last updated: 28 Dec 2024

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Tags

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Abstract

Simple, low cost and easy to install deep foundation is the ideal solution to use in a lot of cases that needs deep foundation, so ,A complete study of helical pile will help a lot for using and spreading it's use
This study focused on A finite element analysis of helical pile with a single helix with various diameters and embedment ratio under the influence of compression, uplift and lateral forces
We aimed to build equations that help predicting bearing capacities of helical piles with the knowledge of it's diameter and depth ( depth ratio )
So by knowing it's diameter and it's depth we can get it's compression , uplift and lateral capacities
Plaxis results were used to make a comparison between them and either laboratory and theoretical results
Analyzing these results to extract equations that relate between lab and theoretical results , F.E and theoretical and F.E and Lab results
These equations should help designing any helical pile in sand

DOI

10.21608/svusrc.2023.198825.1114

Keywords

Helical Piles, Anchors, axial load, Lateral load

Authors

First Name

Walaa eldin

Last Name

El-sherif

MiddleName

mohamed

Affiliation

Egypt Elminya

Email

wala2.rr@gmail.com

City

Asyut

Orcid

0000-0002-5741-7355

Volume

4

Article Issue

2

Related Issue

39204

Issue Date

2023-12-01

Receive Date

2023-03-11

Publish Date

2023-12-01

Page Start

260

Page End

268

Print ISSN

2785-9967

Online ISSN

2735-4571

Link

https://svusrc.journals.ekb.eg/article_303929.html

Detail API

https://svusrc.journals.ekb.eg/service?article_code=303929

Order

303,929

Type

Original research articles

Type Code

1,585

Publication Type

Journal

Publication Title

SVU-International Journal of Engineering Sciences and Applications

Publication Link

https://svusrc.journals.ekb.eg/

MainTitle

A study using F.E.A , theory and experiments for single helical piles in sand

Details

Type

Article

Created At

28 Dec 2024