Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Bahloul Ouassila"'
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 18, Iss 1 (2023)
This study focuses on collapsible soil from hyper-arid regions in the south of Algeria (Zeribet El Oued, Biskra). A physical characterization of the studied soil was performed which revealed that the soil samples are loess. After this, an experimenta
Externí odkaz:
https://doaj.org/article/952a2fcc75b743d8b88635b71df463ce
Publikováno v:
Heliyon, Vol 9, Iss 8, Pp e18673- (2023)
The swelling pressure (SP) of expansive soils is crucial for both geotechnical studies as well as practitioners. Multiple attempts have been made to correlate the SP with the properties of soil due to the difficulty of determining it in the laborator
Externí odkaz:
https://doaj.org/article/b7977481dece4ec8854cd69388d1b07c
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
Publikováno v:
E3S Web of Conferences, Vol 9, p 14001 (2016)
Collapsible soils are unsaturated soils which may undergo inter-granular rearrangement with abrupt and significant volume reduction after wetting. The large settlement resulting from the soil collapse pushed for deep studies of these types of soils.
Externí odkaz:
https://doaj.org/article/b0536c9c03fe437a8c1a3ddf6d188d89
Publikováno v:
E3S Web of Conferences, Vol 9, p 07001 (2016)
Collapsible soils are unsaturated soils which present a potential for large strains and a complete change to the whole particle structure after wetting with or without loading. These soils are characterized with loose structures composed of silt to f
Externí odkaz:
https://doaj.org/article/89e70cc30fd84e7aa214547de2046d27
Publikováno v:
In Catena May 2022 212
Publikováno v:
International Journal of Design & Nature & Ecodynamics; Apr2024, Vol. 19 Issue 2, p489-496, 8p
Publikováno v:
Annales de Chimie Science des Matériaux. Aug2022, Vol. 46 Issue 4, p201-206. 6p.
Publikováno v:
Italian Journal of Engineering Geology and Environment
Italian Journal of Engineering Geology and Environment, 2018, 2, 18 p. ⟨10.4408/IJEGE.2018-02.O-01⟩
Italian Journal of Engineering Geology and Environment, 2018, 2, 18 p. ⟨10.4408/IJEGE.2018-02.O-01⟩
The properties of three expansive clay-rich soils from Algeria, before and after treatment with various quantities of cement was explained using physico-chemical tests. SEM, MIP and XRD as well as the adsorption of methylen blue molecule (Vbs) were c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::795012c36998725a19702031fcd3da52
https://hal.archives-ouvertes.fr/hal-03102822
https://hal.archives-ouvertes.fr/hal-03102822
Publikováno v:
Sustainable Civil Infrastructures ISBN: 9783319619309
The stability of civil engineering constructions is a statically indeterminate problem when they were built on collapsible soils. These soils present significant changes due to sudden decrease in volume after wetting with or without loading. This pap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a25e7c515557ca365a87647a37d0f1e4
https://doi.org/10.1007/978-3-319-61931-6_7
https://doi.org/10.1007/978-3-319-61931-6_7