Skip to content
Publish & Distribute
Publishing Solutions
Distribution Solutions
Library Services
Subjects
Architecture and Design
Arts
Business and Economics
Chemistry
Classical and Ancient Near Eastern Studies
Computer Sciences
Cultural Studies
Engineering
General Interest
Geosciences
History
Industrial Chemistry
Jewish Studies
Law
Library and Information Science, Book Studies
Life Sciences
Linguistics and Semiotics
Literary Studies
Materials Sciences
Mathematics
Medicine
Music
Pharmacy
Philosophy
Physics
Social Sciences
Sports and Recreation
Theology and Religion
Publications
Journals
Books
Proceedings
Publishers
Journal Matcher
Blog
Contact
Search
English
English
Deutsch
Polski
Español
Français
Italiano
Cart
Home
Journals
Studia Geotechnica et Mechanica
Volume 41 (2019): Issue 1 (April 2019)
Open Access
Experimental bearing capacity of eccentrically loaded foundation near a slope
Tarek Mansouri
Tarek Mansouri
Research Laboratory in Hydraulic Applied LARHA, Department of Civil Engineering, University of Batna 2
Batna, Algeria
Search for this author on
Sciendo
|
Google Scholar
Mansouri, Tarek
and
Khelifa Abbeche
Khelifa Abbeche
Research Laboratory in Hydraulic Applied LARHA, Department of Civil Engineering, University of Batna 2
Batna, Algeria
Search for this author on
Sciendo
|
Google Scholar
Abbeche, Khelifa
Feb 11, 2019
Studia Geotechnica et Mechanica
Volume 41 (2019): Issue 1 (April 2019)
About this article
Previous Article
Next Article
Abstract
Article
Figures & Tables
References
Authors
Articles in this Issue
Preview
PDF
Cite
Share
Download Cover
Article Category:
Research Article
Published Online:
Feb 11, 2019
Page range:
33 - 41
Received:
Jul 22, 2018
Accepted:
Jan 15, 2019
DOI:
https://doi.org/10.2478/sgem-2019-0004
Keywords
Square footing
,
bearing capacity
,
slope
,
relative density
,
eccentric load
© 2018 Tarek Mansouri, Khelifa Abbeche, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
