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A platform for research: civil engineering, architecture and urbanism
Pseudo-static Slope Stability Analysis for Cohesive-Frictional Soil by Using Variational Method
In this research work, the factor of safety of a rectilinear slope consisting of cohesive-frictional soil subjected to seismic load is determined on the basis of the calculus of variation theory and pseudo-static analysis. Unlike the conventional limit equilibrium method, variational calculus method neither requires kinematical assumption (i.e. the shape of the critical slip surface) nor any static assumption (i.e. distribution of normal stress along the slip surface). The factor of safety (F) is defined as a functional of normal stress and slip surface. The functional is minimized using Euler-Lagrangian equation. The critical slip surface and consequently critical factor of safety, Fs is being obtained by employing the (i) transversality conditions and the boundary conditions at the intersection of slip surface and the slope surface and (ii) continuity conditions and natural boundary conditions at the intermediate point of the slip surface. The value of Fs is obtained for different combinations of soil friction angle, and slope angle, β corresponding to varying horizontal (kh) and vertical (kv) seismic coefficients. The results suggest that the seismic coefficients, especially the value of kh have significant impact on the stability of the slope. The design charts are prepared for different combinations of , β, kh and kv. For a certain , the factor of safety decreases with the increase of kh, kv and β. The available solutions compare quite well with the available solution for the pseudo-static slope stability analysis.
Pseudo-static Slope Stability Analysis for Cohesive-Frictional Soil by Using Variational Method
In this research work, the factor of safety of a rectilinear slope consisting of cohesive-frictional soil subjected to seismic load is determined on the basis of the calculus of variation theory and pseudo-static analysis. Unlike the conventional limit equilibrium method, variational calculus method neither requires kinematical assumption (i.e. the shape of the critical slip surface) nor any static assumption (i.e. distribution of normal stress along the slip surface). The factor of safety (F) is defined as a functional of normal stress and slip surface. The functional is minimized using Euler-Lagrangian equation. The critical slip surface and consequently critical factor of safety, Fs is being obtained by employing the (i) transversality conditions and the boundary conditions at the intersection of slip surface and the slope surface and (ii) continuity conditions and natural boundary conditions at the intermediate point of the slip surface. The value of Fs is obtained for different combinations of soil friction angle, and slope angle, β corresponding to varying horizontal (kh) and vertical (kv) seismic coefficients. The results suggest that the seismic coefficients, especially the value of kh have significant impact on the stability of the slope. The design charts are prepared for different combinations of , β, kh and kv. For a certain , the factor of safety decreases with the increase of kh, kv and β. The available solutions compare quite well with the available solution for the pseudo-static slope stability analysis.
Pseudo-static Slope Stability Analysis for Cohesive-Frictional Soil by Using Variational Method
Lecture Notes in Civil Engineering
Prashant, Amit (editor) / Sachan, Ajanta (editor) / Desai, Chandrakant S. (editor) / Sarkar, Sourav (author) / Chakraborty, Manash (author)
2020-01-15
13 pages
Article/Chapter (Book)
Electronic Resource
English
Seismic slope stability design by pseudo-static variational method
| British Library Conference Proceedings | 1995
| British Library Online Contents | 2015
Seismic Slope Stability Analysis Using Pseudo-static Approach
| Springer Verlag | 2024