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114727

EXPERIMENTAL STUDY OF THE BEHAVIOR OF THE CONVEX CONTACT SHAPE STRIP FOOTING ON SAND

Article

Last updated: 23 Jan 2023

Subjects

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Tags

Civil Engineering: structural, Geotechnical, reinforced concrete and s…nd sanitary engineering, Hydraulic, Railway, construction Management.

Abstract

The behavior of the strip footing on sand was deeply studied in many publications. They were trying to improve this behavior through many techniques. These improvements include the using of geogrid and geotextile reinforcement, skirts on the sides of the footing to elongate the contact surface of the footing with soil. None of these studies had implemented in the effect of the contact shape of the footing on its behavior. In this present experimental study, it is intended to observe the behavior of the convex strip footing on sand with different strip footing contact shapes. A series of experiments using different convex strip footing contact shapes, are carried out on sandy soil. The results showed that the increase in the strip footing contact areas, did not increase the bearing capacity, but decreases the ultimate bearing capacity load from about 30% to 60%. Also with sever convex curve, the ultimate load decreases seriously.

DOI

10.21608/jesaun.2013.114727

Keywords

Convex footing, sand, Bearing capacity

Authors

First Name

Abdel Megeed Kabasy

Last Name

Mohamed

MiddleName

-

Affiliation

Associate professor, civil Eng. Dept., Faculty of Engineering, Assiut University, Egypt

Email

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City

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Orcid

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Volume

41

Article Issue

No 2

Related Issue

16841

Issue Date

2013-03-01

Receive Date

2012-07-10

Publish Date

2013-03-01

Page Start

290

Page End

301

Print ISSN

1687-0530

Online ISSN

2356-8550

Link

https://jesaun.journals.ekb.eg/article_114727.html

Detail API

https://jesaun.journals.ekb.eg/service?article_code=114727

Order

1

Type

Research Paper

Type Code

1,438

Publication Type

Journal

Publication Title

JES. Journal of Engineering Sciences

Publication Link

https://jesaun.journals.ekb.eg/

MainTitle

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Details

Type

Article

Created At

23 Jan 2023