Finite Element Based Pseudo-Static Stability Analysis of Soil Slope Under Combined Effects of Horizontal and Vertical Seismic Accelerations
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-7358-1_31
Reference31 articles.
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4. Choudhury, D., Basu, S., Bray, J.D.: Behaviour of slopes under static and seismic conditions by limit equilibrium method. In Geo-Denver-2007: New Peaks in Geotechnics In Embankments, Dams and Slopes: Lessons from the New Orleans Levee Failures and Other Current Issues, Geotechnical Special Publication 161, 12007https://doi.org/10.1061/40905(224)6
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