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A platform for research: civil engineering, architecture and urbanism
Seismic Stability of Slope Considering Rayleigh Wave
In the present paper factor of safety of slope under seismic loading condition is evaluated assuming circular failure surface. Using Fellenius method the center of most critical circle is located. Adopting limit equilibrium method, under the influence of weight of potential sliding mass and seismic inertia forces, factor of safety is evaluated considering Rayleigh wave along with primary wave and shear wave. Results are presented and compared with the available results from literature. Detailed parametric studies are also carried out to observe the variation of safety factor at different soil strength and seismic forces.
Seismic Stability of Slope Considering Rayleigh Wave
In the present paper factor of safety of slope under seismic loading condition is evaluated assuming circular failure surface. Using Fellenius method the center of most critical circle is located. Adopting limit equilibrium method, under the influence of weight of potential sliding mass and seismic inertia forces, factor of safety is evaluated considering Rayleigh wave along with primary wave and shear wave. Results are presented and compared with the available results from literature. Detailed parametric studies are also carried out to observe the variation of safety factor at different soil strength and seismic forces.
Seismic Stability of Slope Considering Rayleigh Wave
Chanda, Nipa (author) / Paul, Avik (author) / Ghosh, Sima (author) / Pal, Manish (author)
Journal of Earthquake Engineering ; 23 ; 141-159
2019-01-02
19 pages
Article (Journal)
Electronic Resource
English
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