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Wyszukujesz frazę "layered soils" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Stability estimation of slopes having their slip surface determined by means of the STAB-3D method based on sliding body equilibrium analysis
Autorzy:
Ukleja, J.
Powiązania:
https://bibliotekanauki.pl/articles/2059940.pdf
Data publikacji:
2016
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
slope stability
three-dimensional analysis
layered soils
safety
landslides
Opis:
Most of the three-dimensional analyses of landslides are based on simple 2D methods analysing chosen characteristic flat sections of the analysed sliding body. Assumptions of the method of flat limit equilibrium analysis for a spatial solution have been elaborated. This is a combination of 2D analysis of flat sectional views and 3D analysis of the landslide’s sliding body, which disregards any stress that does not affect equilibrium. It is assumed, however, to apply only when dealing with structural slope failure (i.e. when the soil layers have the predisposition to shape the determined slip surface with a consistent decrease and explicit slide direction). This can also apply when examining the stability of a scarp or slope for the layered soil of potential slip surfaces and slide direction to be defined. The basic assumptions, equilibrium equations, and practical usage of the method have been described for an exemplary landslide. This method allows one to define in a straightforward manner the stability of slopes, to plan a way of preventing potential landslides, and to control those that have already arisen.
Źródło:
Geological Quarterly; 2016, 60, 3; 597--609
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ultimate Bearing Capacity of Strip Footing on Sand Underlain By Clay Under Inclined Load
Autorzy:
Dutta, Rakesh Kumar
Khatri, Vishwas Nandkishor
Kaundal, Nitesh
Powiązania:
https://bibliotekanauki.pl/articles/27314700.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
strip footing
bearing capacity
layered soils
load
ława fundamentowa
nośność
grunt wielowarstwowy
obciążenie
Opis:
This paper presents the bearing capacity determination of strip footing placed on sand underlain by clay and subjected to inclined loading. The bearing capacity equation is derived within the framework of limit equilibrium by following the projected area approach. The inclinations of load spread were selected by performing an additional finite element analysis. A parametric study was conducted to highlight the effect of various input parameters such as i) the thickness of the top sand layer, ii) embedment depth of footing, iii) the friction angle of sand and cohesion of clay, and iv) inclination of the applied load. The obtained results for a vertically loaded footing are slightly underestimated with that available in the literature. The computed bearing capacity values for a foundation with inclined loading compare favorably for lower inclination angle but slightly overestimates for higher load inclination angle, concerning that obtained using the available formula in the literature.
Źródło:
Civil and Environmental Engineering Reports; 2022, 32, 1; 116--137
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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