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Wyszukujesz frazę "Taibi, Said" wg kryterium: Autor


Wyświetlanie 1-2 z 2
Tytuł:
Volumetric behavior of natural swelling soil on drying-wetting paths. Application to the Boumagueur marl -Algeria-
Autorzy:
Mebarki, Mehdi
Kareche, Toufik
Benyahia, Sabah
Derfouf, Feth-Ellah Mounir
Abou-Bekr, Nabil
Taibi, Said
Powiązania:
https://bibliotekanauki.pl/articles/1845135.pdf
Data publikacji:
2020
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
suction
shrinkage
swelling
drying-wetting
undisturbed soil
slurry
volumetric behavior
Opis:
This article presents the results of experimental work carried out both in situ (coring; pressuremeter test) and in the laboratory (drying-wetting and oedometric tests) to describe the volumetric behavior on drying-wetting path of a swelling clayey soil of eastern Algeria. In order to perform drying-wetting tests the osmotic technique and saturated salts solutions were used. These suction-imposed methods have gained widespread acceptance as reliable methods for imposing suction on soil specimens. They allowed to sweep a wide range of suctions between 0 and 500 MPa. The ability to impose suction on soil specimens allows for drying and wetting stress paths to be applied to evaluate resulting changes in state parameters (void ratio, degree of saturation and water content). These paths were carried out on specimens with different initial states. Slurries of soil were used to characterize the reference behavior, while the undisturbed soil samples allow to describe the behavior of material under in situ conditions. In the last part of this article and to specify the behavior observed in the saturated domain, a comparison between the resulting deformations of the drying-wetting test and those resulting from the oedometric test was made.
Źródło:
Studia Geotechnica et Mechanica; 2020, 42, 3; 248-262
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of suction on the mechanical behaviour of unsaturated compacted clay-sand mixtures
Autorzy:
Bouchemella, Salima
Taibi, Said
Powiązania:
https://bibliotekanauki.pl/articles/2172880.pdf
Data publikacji:
2022
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
suction
unsaturated soil
clay-sand mixture
unconfined compression strength
strain secant modulus
wetting-drying path
Opis:
In this work, a series of unconfined compression tests at different water contents were performed to investigate the mechanical behaviour of clay–sand mixtures compacted in standard Proctor conditions. For studying the effect of water content and suction on unconfined compressive strength (UCS) and on strain secant modulus (E50 modulus) of these mixtures, drying–wetting paths were defined by measuring the soil–water characteristic curves (SWCCs) using osmotic and salt solution techniques and filter paper method. The results highlighted that an increase in sand content of the mixture leads to an increase in the maximum dry densities and a decrease in the optimum water content of the materials. However, at the given state, when clay is mixed with 25% of sand, the UCS and E50 modulus increase to 37% and 70%, respectively, compared to those of clayey samples. But when clay is mixed with 50% of sand, the UCS and E50 modulus decrease to 38% and 46%, respectively, compared to those of clayey samples. The results also indicate that the UCS and E50 increase with a decrease in the water content and an increase in suction, irrespective of the sand content.
Źródło:
Studia Geotechnica et Mechanica; 2022, 44, 3; 175--189
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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