Seismic reliability analysis of soil slope based on Newmark sliding block model with representative slip surfaces and response surfaces

Abstract This paper presents a framework combining Monte Carlo Simulation (MCS) and the Newmark sliding block model with representative slip surfaces (RSS) (model II) and multiple response surfaces method (MRSM) to conduct seismic reliability analysis and risk assessment of soil slopes. An empirical...

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Detalhes bibliográficos

Principais autores:	Guangming Yu, Chunli Li, Liang Li, Hongbiao Yu
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Wiley 2023-11-01
Colecção:	Engineering Reports
Assuntos:	landslide risk multiple response surfaces Newmark sliding displacement seismic reliability analysis
Acesso em linha:	https://doi.org/10.1002/eng2.12713
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