Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Influence of Strip Load on Seismic Behavior of Cantilever Sheet Pile Walls
Cantilever sheet pile walls are generally used to retain the moderate height of excavation in both cohesive as well as cohesionless soil as a temporary or permanent structure. These structures are highly vulnerable to seismic conditions due to the non-availability of suitable anchors or mass to strengthen them. In practice, a surcharge in the form of a strip load of finite width is generally present on the backfill. Therefore, in the present study, cantilever sheet pile walls having strip load on the backfill are analyzed using an explicit finite difference-based computer program FLAC2D. A parametric study is done by varying the seismic acceleration coefficients, excavation height, width, and distance of the strip load from the cantilever sheet pile wall. The results show that a strip load of width 2–3 m (among chosen widths) placed on the backfill gives the maximum bending moment in the cantilever sheet pile wall.
Influence of Strip Load on Seismic Behavior of Cantilever Sheet Pile Walls
Cantilever sheet pile walls are generally used to retain the moderate height of excavation in both cohesive as well as cohesionless soil as a temporary or permanent structure. These structures are highly vulnerable to seismic conditions due to the non-availability of suitable anchors or mass to strengthen them. In practice, a surcharge in the form of a strip load of finite width is generally present on the backfill. Therefore, in the present study, cantilever sheet pile walls having strip load on the backfill are analyzed using an explicit finite difference-based computer program FLAC2D. A parametric study is done by varying the seismic acceleration coefficients, excavation height, width, and distance of the strip load from the cantilever sheet pile wall. The results show that a strip load of width 2–3 m (among chosen widths) placed on the backfill gives the maximum bending moment in the cantilever sheet pile wall.
Influence of Strip Load on Seismic Behavior of Cantilever Sheet Pile Walls
Singh, Akshay P. (Autor:in) / Chatterjee, Kaustav (Autor:in)
Geo-Congress 2023 ; 2023 ; Los Angeles, California
Geo-Congress 2023 ; 292-301
23.03.2023
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Influence of Strip Load on Seismic Behavior of Cantilever Sheet Pile Walls
| British Library Conference Proceedings | 2023
Rotation of Cantilever Sheet Pile Walls
| Online Contents | 2005
Rotation of Cantilever Sheet Pile Walls
| British Library Online Contents | 2005