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Method for calculating seismic active earth pressures on cantilever retaining walls

In order to determine the seismic active earth pressures on the stem of a cantilever wall, the resultant of the earth pressures on the assumed plane wall back is firstly derived using the upper-bound limit analysis and the pseudo-static method for five types of potential failure modes based on the l...

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Detalles Bibliográficos
Autor Principal: LI Zhaoying 1, XIAO Shiguo 2
Formato: Artigo
Idioma:Inglês
Publicado: Editorial Office of Chinese Journal of Geotechnical Engineering 2023-01-01
Series:Yantu gongcheng xuebao
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Acceso en liña:https://www.cgejournal.com/en/article/doi/10.11779/CJGE20211491
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