Código QR (código de barras bidimensional)

Pseudo-static analytical formulation for seismic thrust on cantilever retaining walls in C-Φ soils considering double failure planes

Abstract This study proposes a pseudo-static analytical formulation for calculating the active thrust force on cantilever retaining walls under seismic loads. The formula incorporates the effects of soil cohesion and failure surface shape and is applied to short-heel and long-heel cantilever walls....

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Principais autores: Gharbi Ayman, El Khannoussi Fadoua, El Yamouni Bouraida, Khamlichi Abdellatif
格式: Artigo
語言:Inglês
出版: SpringerOpen 2024-12-01
叢編:Journal of Engineering and Applied Science
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在線閱讀:https://doi.org/10.1186/s44147-024-00554-z
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