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Wyszukujesz frazę "expansive soils" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Numerical Modeling of Water Flow in Expansive Soils with Simplified Description of Soil Deformation
Autorzy:
Michalski, S.
Szymkiewicz, A.
Powiązania:
https://bibliotekanauki.pl/articles/241343.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
expansive soils
unsaturated flow
hydro-mechanical coupling
root water uptake
Opis:
In this paper we describe a numerical model of transient water flow in unsaturated expansive soils and the resulting soil volume change. The unsaturated flow equation is solved in a 2D domain using a finite-volume method and an explicit time discretization scheme. Strains in the soil mass are calculated by two simplified approaches, assuming that the strain state is either 1D (in the vertical direction only) or 2D with equal strains in horizontal and vertical directions. The model is applied to two cases described in the literature, in which the strains were computed from the solution of the stress equilibrium equation. It is shown that the simplified methods give results which are reasonably close to the more complex approach based on the equilibrium equations. The proposed model can be used to predict time-varying soil shrinkage and swelling caused by natural and anthropogenic factors.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2018, 65, 4; 301-313
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Determination of swell index and swelling pressure from suction tests : a case study of Neogene clays from Warsaw (Poland)
Autorzy:
Wójcik, E.
Gawriuczenkow, I.
Powiązania:
https://bibliotekanauki.pl/articles/2060572.pdf
Data publikacji:
2017
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
expansive soils
swell index
swelling pressure
soil suction
neogene clays
Opis:
The paper presents the results of swell index, swelling pressure and soil suction tests carried out on Neogene clays from Warsaw, depending on the water content, clay fraction, liquid limit, plasticity index, cation exchange capacity, and content of clay minerals and beidellite. These clays are considered expansive soils in Poland, as they are vulnerable to water content variations in the active zone, which result in their volume change and, in consequence, cause damage of foundations and other construction elements. A number of physical, chemical and mineral properties were determined for these clays. The swelling tests were carried out on samples precompacted in Proctor apparatus, at various initial values of water content. The analyses have shown exponential relation of swell index, swelling pressure and suction versus water content. In addition, the investigated relationship between the suction and swell characteristics of tested clays shows good correlation as a power function between these parameters. In addition, validity of correlations between fitting parameters of obtained relationships and soil index properties, such as clay fraction, liquid limit, plasticity index, cation exchange capacity, and content of clay minerals and beidellite, have been demonstrated. The empirical relations are characterized by high values of the correlation coefficient. A very high fit has also been found for a proposed relationship between the swell index and swelling pressure for tested clays.
Źródło:
Geological Quarterly; 2017, 61, 4; 738--750
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A comparative laboratory investigation into the role of geosynthetics in the initial swell control of an expansive soil
Autorzy:
James, Jijo
Vijayasimhan, Sivapriva
Srinivasan, Hemavathi
Arulselvan, Javasri
Purushothaman, Sathya
Paramasivam, Murali
Powiązania:
https://bibliotekanauki.pl/articles/396104.pdf
Data publikacji:
2019
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
swell of soil
expansive soil
volume change in soils
geosynthetic materials
layering
comparative investigation
pęknięcia
gleba
zmiana objętości
materiały geosyntetyczne
warstwy
badania porównawcze
Opis:
Volume change in expansive soils due to the intervention of water causes swell. A laboratory investigation using two different geosynthetic materials was designed to minimise the swell characteristics. The influence of three parameters, being geosynthetic material [Secutex (ST) and Combigrid (CG)], orientation (horizontal and vertical), and number of layers (1, 2, and 3) on the swell of an expansive soil was studied to better understand the potential for geosynthetics in swell control. The study on the immediate swell characteristics (limited to 24 hours) helps in gaining confidence in the use of geosynthetics in the swell control of expansive soils. From the investigation results, it was found that all three parameters, being type of material, orientation, and number of layers influenced the swell control of the soil. When two layers of ST and CG were placed both vertically and crossed, they reduced the swell of the virgin soil by almost 60% and 44%, respectively. It can, therefore, be concluded that geosynthetics can play an effective role in the swell control of expansive soils.
Źródło:
Civil and Environmental Engineering Reports; 2019, 29, 4; 18-40
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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