Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Abbeche, Khelifa"'
Publikováno v:
In Catena May 2022 212
Publikováno v:
Studia Geotechnica et Mechanica, Vol 42, Iss 3, Pp 222-231 (2020)
The objective of this paper is to describe the effect of cavities on the bearing capacity of two interfering footings based on granular soil using an exclusively experimental approach with a test model designed in the laboratory. The experimental pro
Externí odkaz:
https://doaj.org/article/296bb4c0bd7d4394b01c323e197cbeff
Publikováno v:
Geotechnical & Geological Engineering; May2024, Vol. 42 Issue 3, p1919-1931, 13p
Publikováno v:
Technology Audit & Production Reserves; 2024, Vol. 2 Issue 1(76), p6-11, 6p
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 1, Pp 42-55 (2019)
This paper presents the results obtained from an experimental programme and numerical investigations conducted on model tests of strip footing resting on reinforced and unreinforced sand slopes. The study focused on the determination of ultimate bear
Externí odkaz:
https://doaj.org/article/4294d7b494e74f55b1fbd7b29f31317e
Autor:
Mansouri Tarek, Abbeche Khelifa
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 1, Pp 33-41 (2019)
Based on the response of small-scale model square footing, the present paper shows the results of an experimental bearing capacity of eccentrically loaded square footing, near a slope sand bed. To reach this aim, a steel model square footing of (150
Externí odkaz:
https://doaj.org/article/9551914e64b148acb07fff37afcc43cf
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 4, Pp 233-243 (2018)
The study of collapsible soils that are generally encountered in arid and semi-arid regions remains a major issue for geotechnical engineers. This experimental study, carried out on soils reconstituted in the laboratory, aims firstly to present a met
Externí odkaz:
https://doaj.org/article/464a9125713d454d938d57f3a9d03a20
Autor:
Hamidi, Ahmed1 (AUTHOR) ah_hamidi@outlook.fr, Abbeche, Khelifa1 (AUTHOR)
Publikováno v:
Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ). Oct2020, Vol. 45 Issue 10, p8269-8279. 11p.
Publikováno v:
Civil Engineering Journal. 7:376-398
This study aimed to investigate whether the seismic fragility and performance of interaction soil-pile-structure (ISPS) were affected by different parameters: axial load, a section of the pile, and the longitudinal steel ratio of the pile were implan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cbe7a5e607441564881fdd0f8f6fbcf0
https://doi.org/10.28991/cej-2021-03091660
https://doi.org/10.28991/cej-2021-03091660