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- W3049583025 abstract "In India, the Himalayan region lies in the earthquake zone V. The occurrence of landslide hazard is common in the area. Therefore, it renders a necessity to analyze the stability of the slope before designing a slope or a structure near or on it. This paper includes the qualitative stability analysis of a slope located at Karcham Wangtoo in Wangtu, Kinnaur, Himachal Pradesh, India. The qualitative sense lies in the fact that the least stable condition is found by calculating the total maximum deformation and the maximum stresses. The factor of safety was not exclusively calculated. The effect of joint set orientation was analyzed for the stability of slope having static and dynamic loading. The static load includes the gravity load of rockmass, footing and transmission tower. The dynamic load was applied using the acceleration-time history of the Koyna earthquake of magnitude 6.4 on the Richter scale. The analysis was done using the Abaqus/CAE 6.13 software package. It was found that in static condition, 30° of angle of orientation of joint with slope are the critical angle for the instability. For the seismic loading, the critical angle of orientation of joint is found to be 45°. As the distance of footing from the edge of the slope was increased, the stability of slope increases." @default.
- W3049583025 created "2020-08-21" @default.
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- W3049583025 date "2020-08-14" @default.
- W3049583025 modified "2023-09-27" @default.
- W3049583025 title "Effect of Joint Orientation on the Seismic Stability of Rock Slope with Transmission Tower" @default.
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- W3049583025 doi "https://doi.org/10.1007/978-981-15-6233-4_11" @default.
- W3049583025 hasPublicationYear "2020" @default.
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