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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 6 doi: 10.1007/s11709-020-0679-3
New pseudo-dynamic analysis of two-layered cohesive-friction soil slope and its numerical validation
Department of Civil Engineering, National Institute of Technology, Agartala 799046, India
Abstract
Keywords
layered soil ; limit equilibrium method ; seismic analysis ; damping ; PLAXIS
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